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Cambridge Phase 2-SY 951002FLOODPIA~ RF_ELAMA~ON REPORT THE ESTATF_~ OF CAMBRIDGE MANOR PHASE Il for Spears & D~~, 4230 LB3 Freeway, S~te 215 Dallas, Tex~ 75244 October 2, 1995 ,~.z.~ u~.;.. ~l~Otte, Inc. '-~.14,1 ,~e:~,,$ >NSULTING ENGINEERS SENT BYz~ICHAEL BAKER CORP ; 1-10-96 ; 3:20P~ ; ~ICBAEL BAKER CORP~ 12143851444--0015;# 2/ Federal Emergency Management Agency Wasi'tington, D.C, 20472 ,JAN 1 ? 7996 The Honorable Tom Morton Mayor, City of Copp¢ll P,O. Box 478 Coppell, Texas 75019-0478 IN REPLY REFER TO: Ca~e No.: 96-06-102C Community: City of Coppell, Texas Community No.: 480170 Map Panel Affected: 0010 E T-218-65-CR Dear Mayor Morton: This is in response to a letter from Mr. Rusty gpiars, P.E., $piars& DeOtte, Inc., requesting that the Federal Emergency Management Agency (FEMA) determine whether the following property is located in a Special Flood Hazard Area (SE-IA), aa area that would be inundated by a flood having a 1-percent chance of being equaled or exceeded in any given year (base flood). This property will be elevated by the placement of fill after the date of the earliest National Flood Ir~utanee Program (NFIP) map showing the area in the gFHA. proper_ty Descripti0_n: Proposed Tracts A and B, Estates of Cambridge Manor, Phase II Cammunity and Stat~: City of Coppell, Texa~ The legal' descriptions of the parcels mentioned above are as follows: Proposed Tract A_: BI/GINNING at the southwest comer of Lot 9, Block C, E~tates of Cambridge Manor, on the north line of Castle Creek Drive; thence S 89'08'02' E, I26.60 feet; thence S 66~42'02'' E, 128.16 feet; thence $ 01 '22'22" E, 570.28 feet; thetw, e west, 25.00 feet', thence N 15'42'35" W, 320.00 feet; thence N 64°37'05'' W, 163.35 feet; thence N 03°12'19" E, 203.80 feet; thence west, 10.00 feet; thence N 00°22'46` E, $0.00 feet to the POINT OF BEGINNING. Proposed Tract B; BEGINNING at a half-inch iron rod on the north line of Deforest Road at the southwest comer of Lot 1, Nettie Long Addition: thence N 00'20'26" E, 7.00 feet to the POINT OF BEGINNING; thence N 00'20'26" E, 169.00 feet; thence 5 89'41'49" W, 277.42 feet; thence S 00'05'38" W, 169,00 feet; thence N 89°41'49'' E, 278.15 feet to the POINT OF BEGINNING. All fees necessary to process this Conditional Letter of Map Revision (ClX)MR) were received with Case No. 96-06-053C. This letter revises the determination made in the CLOMR dated January 10, 1996. SENT BY3MICHAEL BAKER CORP ; 1-19-96 ; 3:21PM ; MICHAEL BAKER CORP~ 12143881444--0015;# 3/ 4 On January 11, 1996, we received additional information necessary to process this request. After comparing this new information to the NFIP map for the City of Coppell, Texas, we determined thai Tracts A and B described above would not be located in the SFHA if fill is placed as proposed. This conditional determination is based on the site plan, entitled "Grading and Erosion Control Plan, . Estates of Cambridge Manor, Phase II, Coppell, Texas," prepared by Spiars & DeOtte, Inc., dated January 10, 1996. Our final determination'will be made upon receipt cfa copy of this letter, a copy of the firal plat with recordation data, and certified as-built information showing the elevations of the lowest ground on each tract. In addition, the enclosed form, entitled "Certification of Fill Placement," must be returi~d, signed and dated by a registered prot~ssional engineer, an accredited soils engineer, or t/~e community's NFIP permit official. Portions of Parcels A and B mentioned above would meet the minimum requirements for thc removal of the SFHA designation from a vacant parcel of land under Paragraph 65.:~(a)(3) of the NFIP regulatiom. Because this request included no proposed elevation data for planned structures, the SFHA designation would not be rcmov~ from any planned structures. The request also did not present data about additional grading of the parcel, and therefore raises concerns with the elevations for the completed parcel. Forany structure built in an ama elevat~l by fill after the dam of the earliest NFIP map showing the area in the SFHA, Paragraph 65.$(a)(4) of the NPlP regulations requires that both the lower adjacent grade (lowest ground touching the structure) arid the lowest floor (including basement) be at or above the base flood elevation. I~EMA will determine if the existing or planned structure is located outside the SFHA upon receipt of all necessary elevation data for the structure. Please note ~hat the NFIP is non-taxpayer funded axtd its expenses are paid by policyholders. Therefore, to minimize the financial burden on the policyholders while maintaining the NFIP as self-sustaining, FI~MA has implemented a procedure to recover costs associated with reviewing and processing requests for modifications to published flood information and maps. Therefore. an initial fee of $225, which represents the minimum charges aasociated with a request of this type, must be submitted before we caw process your revision request. Payment of this fez shal! be made in the form of a check or money order in:U.S, funds made payable to the Nntiorml Flood Insurance Pro_~rs~-C, or by credit card payment. The payment is to be forwarded to the following address: Federal Emergency Management Agency Fee-Collection System Administrator P.O. Box 31'/3 MERRIFIELD VA 22116-3173 Please note that this property could be inundated by a flood greater than the base flood or by local flooding conditions not shown on the NFlP rasp. Flood inauranoc is availablo at a r~duced cost for properties located our, side the SFHA. Also, although we have based our determination on the flood data presently available, flood conditions may change or n~w information may be generated that could supersede ~ determination. This response is based on thc minimum criteria established by the NFIP. State and community officials, based on knowledge of local conditions and in the interest of public safety, may set higher standards for construction in the floodplain. If the Stat~ of T~xas or your community h,u adopted more restrictive and SENT BY;MICHAEL BAKER CORP ; 1-10-96 ; 8:22PM ; MICHAEL BAKER CORP~ 12143851444--0015;# 4/ 4 comprehensive floodplain management criteria, those criteria take precedence over tile minimum Federal criteria. This letter does not relieve Federal agencies of the need to comply widx Executive Order 11988 on Floodplain Management in carrying out their responsibilities and pro{qding federally underUken,.financod, or assisted construction and improvements, or in their regulating or liceming acfiviti~, If you have any questions or if we can be of further assistance, please contact Ms. Agnes De Coca of our staff in Washington, DC, either.by telephone at (202) 646-9.746 or by facsimile at (202) 646-4596. Sincerely, Michael K. Bucldey, P.E., Chief Hazard Identification Branch Mitigation Directorate Enclosure CC: Mr. Rusty Splats, P.E, Spiars & DeOtte, Inc. iars DeOtte · .'~,...~, ,.~ ENGINEERS LAhID PLANNING HYDROLOGY P'YDRAULIC$ October 2, 1995 Mr. Ken Griffin, P.E. City Engineer City of Coppell 255 Parkway Blvd. Coppell, Texas 75019 Re: Request for Floodplain Development Permit Estates of Cambridge Manor, Phase II Dear Mr. Griffin: On behalf of Beamer Development, Inc., I am resubmitting the floodplain analysis for the referenced project along with supporting information. The report and analyses have been revised since the original submittal to incorporate the comments from your review. Beamer Development plans to fill two small tracts on DeForest Road and remove them from the Denton Creek flood fringe. A HEC-2 analysis was conducted and is contained herein for your review. Also submitted are: information pertaining to valley storage impacts on Denton Creek and the Elm Fork; completed FEMA review forms; a Grading and Erosion Control Plan; a discussion of the analysis and results; and additional supporting information. One of the subject parcels will be developed as Phase II of the Estates of Cambridge Manor, the other will be filled with no immediate plans for development. We are requesting a Floodplain Development Permit from the City of Coppell and a conditional letter of map revision from FEMA. The information in this report shows that the floodplain fill as proposed by Beamer Development, Inc., will comply with all applicable ordinances of the City of Coppell. Your assistance in the review and facilitation of this request will be greatly appreciated. If you have any questions, please call. Cordially yours, SPIARS & DeOTTE, INC. 4230 LBJ Freeway. Suite 215 · Dallas, Texas 75244 · (214) 699-7477 · Fax (214) 385-1444 1020 Macon Street, Suite 16 · Fort Worth, Texas 76102 · (817) 788-8590 Table of Contents Vicinity Map Report: Existing Floodplain Conditions Corrections to the Effective Model Pre-Existing Conditions Model Proposed Conditions Model Floodplain Fill Valley Storage Equal Conveyance Floodway Erosion Control Conclusions Exhibits: Hydraulic / Hydrologic Summary Project Area Floodplain Map Creek Cross Sections Description of Fill Areas Denton Creek HEC-2 Models: Duplicate Effective Model and Floodway Model (92063OPR.DAT and 92063ENC.DAT) Corrected Effective Model and Floodway Model (DENCE.DAT and DENCEF.D^T) Existing Conditions HEC2 Model and Floodway Model (DENEC.DAT and DENECF.D^T) Proposed Conditions HEC2 Model and Floodway Model (DENPC.D^T and DENPCF.DAT) FIRM Rate Map FEMA Application Forms Grading and Erosion Control Plan PROJECT LOCATION DEFOREST ROAD SANDY LAKE ROAD VICINITY MAP ESTATES OF CAMBRIDGE MANOR, PHASE II Existing Floodplain Conditions The project areas am 2 tracts located on the right overt)ank of Denton Creek north of DeForest Road, east of MacArthur Blvd. Tract "A" is approximately 4 acres adjacent to and east of the existing Estates of Cambridge Manor Addition. Tract 'B" is 6.21 acres and is located approximately 500' east of Tract "A". Both tm(ts are within the 100-year floodplains of Denton Creek and the Elm Fork of the Tdnity River. Cross section 199+30 of the effective Denton Creek model passes through the Tract "A". Tract 'B' is located near stream station 192+30 (Please see Project Area Floodplain Map exhibit.) The 100-year water surface elevation of Denton Creek in the study area is 452.23' (from FIS base flood). The 100- year water surface from the ultimate discharge is 452.50' through the project area. Tract "B" is also located in the alignment of cross section 1051+67 of the Elm Fork dyer hydraulic model. This cross section, however, was truncated by the Corps of Engineers near the east property line in order to omit the Denton Creek conveyance from the Elm Fork model. The 100-year and SPF elevations of the Elm Fork at the site are 451.47 and 453.67, respectively. The HEC-2 models used by Dowdey, Anderson & Associates, Inc., as part of the Estates of Cambridge Manor Phase I study were used as the basis for this study. A Final Letter of Map Revision has been issued by FEMA for the Estates of Caml~dge Manor Phase I project. Two large ponds have recently been constructed in the Denton Creek dght overbank. One of the ponds is part of the Estates of Cambridge Manor Phase I, the other is located at the northern end of Tract of this study. Corrections to the Effective Model The following corrections were mede to the effective model: · Changes to the right overbank GR cards to match contours on the City's topographic maps. Applies to sections 19230, 19330, 19930. Cross section was added at station 192+30, the location of Tract 'B". This section is a composite of data from existing section 19330 and the City's aerial topographic maps. GR data for the channel was taken from section 19330, data for the right overbank was taken from the City's topo. Existing Conditions Model Two la~e ponds were excavated in the right overbank since the effective model was assembled. One of the ponds effects sections 19230 and 19330. These two cross sections were modified to reflect the new pond. Their full depth was not used as conveyance area in the model. Proposed Conditions Model Floodplain Fill Approximately 2.3 acres of Tract 'A' is within the fringe of the Denton Creek 100-year floodplain. This area will be filled and elevated above the floodplain for future construction of a road extension and · several house pads. As much as possible, areas around the house pads will be left at existing grades in order to preserve trees. On Tract 'B", approximately 1.2 acres at the south end of the site will be filled. The majority of the needed fill material for both tracts will be excavated from the Birdsong tract immediately east of Tract 'A". The finished floor elevations of all proposed structures will be no less than 1' above the flood level produced by the ultimate 100-year discharge, per City standards. No increases in water surface elevations or erosive channel velocities will occur as a result of the proposed floodplain reclamation. The results of the backwater analysis are included as exhibits of this report. Also, a summary table is included on the following page. Valley Storage The Denton Creek hydraulic model includes Tracts "A" and 'B" as flood storage areas for the 100-year and 500-year floods. Calculations of the valley storage impacts associated with the proposed development are shown on the Hydraulic / Hydrologic Summary sheet included in this report. Since the majonty of the required fill material will be excavated from the Birdsong tract adjacent to Tract 'A", no nat reduction in valley storage will occur. Though the site is also subject to flooding by the Elm Fork, the most recent computer model does not include this area for flood storage or conveyance. Therefore, adding fill would not impact the Elm Fork model. The water surfaces elevations associated with the ultimate discharge were used in the vallley storage calculations. Equal Conveyance The usual purpose for analyzing an equal conveyance loss scenario is to ensure that a pmporty owner on the opposite bank can also reclaim a portion of the floodplain. Since the left overbank of Denton Creek has already been reclaimed with a levee, this requirement should not be necessary. Floodway The Denton Creek floodway line on the right overbank follows the right bank of the creek. The proposed fill areas are several hundred feet outside of the flo(xJway. Measures to control erosion during grading and fill operations are shown on the Grading & Erosion Control Plan, which is included with this report. Conclusion Included in the exhibits of this report are a hydraulic summary table and computer printouts from the hydraulic analysis. This information shows that the proposed improvements have a negligible impact on the Denton Creek and Elm Fork watemrays. It is requested, therefore, that the City of Coppell approve Beamer Development's application to construct the improvements as shown on the enclosed grading plan. It is also requested that the City of Coppell grant a Corridor Development Certificate for this project, as well as provide the necessary signature on the FEMA application. Exhibits: Hydraulic / Hydrologic Summary Project Area Floodplain Map Creek Cross Sections Description of Fill Areas Denton Creek HEC-2 Models: Duplicate Effective Model and Floodway Model (92063OPR.DAT and 92063ENC.DAT) Corrected Effective Model and Floodway Model (DENCE.DAT and DENCEF.DAT) Existing Conditions HEC2 Model and Floodway Model (DENEC.DAT and DENECF.DA'F) Proposed Conditions HEC2 Model and Floodway Model (DENPC.DAT and DENPCF.DA'r) FIRM Rate Map FEMA Application Forms Grading and Erosion Control Plan 8888 I III IIII IllIIII Illl I Illlll ! 0 ~t--..q I ! .~z I 21 45 ( "21 '~' ;oz r~l 0 X o ~ ~ ~ ~, o ~ ~ ~,o,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,o il'" '" '""'"'"'"'""'"' FLOODWAY ,~ ~ ~~ FLOODWAY / ~>1I Devotion /~ ~ ~ ~ ~ ~ ~ ~,, , ,~ ,,,,,,,,,,,,,,,,~ / ~1 I FLOODWAY 11~ I~ i~i ~/~ I~1 ~/~ ~ ~ ~ ~/ ~00~ o o Elevation 0 0 0 · cliIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII FLOODWAY ,~L~'""'""¢)' :. FLOOD WAY C Elevation iilililllllilllllllllllllllllllllI FLOODWAY - FLOODWAY 0 O0 0 Elevation Elevation O~ ~ 0 0 0 0 ~ o o ?, ?, / " ' OJ i i i i I i i i i J i i i i I i I i I I I I I I I I I I I I illllllllllIIl|iillJllll{lllllilll FLOODWAY FLOODWAY C') Elevation FLOODWAY FLOODWAY 0 0 0 0 0 0 0 0 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 0 ,W~ z O0 no iz 3 ,,cjt~,~'~.O0 N ,60'cj/..I, I-- ,~"cjgI~ 3 .9t?,~.00 N 0 [il (/) W n~ 0 Ed 0 c~ , oO m G ~° , N 00~3'45" E ~ ~ S 00~0'08" W 671.04' · - i ~ S 00~5'36" W > Duplicate Effective Models * HEC-2 WATER SURFACE PROFILES * Version 4.6.2; May 1991 * RUN DATE 17AUG95 TIME 22:42:17 * U.S. ARMY CORPS OF ENGINEERS * * HYDROLOGIC ENGINEERING CENTER * * 609 SECOND STREET, SUITE D * * DAVIS, CALIFORNIA 95616-4687 * (916} 756-1104 * *************************************** 17AUG95 22:42:17 X X XXXXXXX XXXXX X X X X X X X X X XY~ XXXX X X X X X X X X X X X X XXXXXXX XXXXX XXXXX X X X XXXXX X X XXXXXXX PAGE ************************************* HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ************************************* T1 T2 T3 DENTON CREEK - PROPOSED CONDITION (EXISTING RUNOFF) DENTON CREEK - 10 YR DISCHARGE PROFILE DENTON CREEK - TEXAS FILE: 92063OPR.DAT J1 ICHECK INQ NINV 0 2 0 J2 NPROF IPLOT PRFVS 1 0 -1 IDIR STRT METRIC HVINS Q 0 0 0 0 XS ECV XSECH FN ALLDC I BW J3 VARIABLE CODES FOR SU~94ARY PRINTOUT 38 1 43 54 J5 LPRNT NUMS EC -10 39 26 4 21 ********REQUESTED SECTION NUMBERS******** NC .035 .055 .045 .1 .3 QT 4 12800 18200 20600 36200 FEMACROSS SECTION X1 18440 33 5480 X3 0 0 0 GR 460 1000 448 GR 440 2330 440 GR 450 5350 451 GR 434 5535 431.4 GR 450 5700 450 GR 450 6500 448 GR 454 7100 460 NC .035 .055 .035 X1 19330 65 5551.8 X3 0 0 0 GR 454 1000 450 GR 446 2410 445 GR 445 2710 445 GR 446 2970 446 GR 446.7 3250 447 GR 447 3650 446 1 17AUG95 22:42:17 5585 10000 4500 5880 3750 470 7650 470 1300 448 1800 447 2500 445 2600 448 5460 449 5480 446 5545 431.4 5555 447 5850 448 5920 448 6508 448 6515 450 7440 476 7650 THIS RUN EXECUTED 17AUG95 GR 446 4080 446 GR 447 4740 447 GR 448.0 5490 448.0 GR 448.0 5860 445 GR 453 5965 453 GR 450 6800 450 GR 452 6942 454 WSEL FQ 449.70 CHNIM ITRACE 22 42 53 2250 445 2300 2750 448 5250 5515 440 5525 5560 451 5585 6125 450 6130 6520 452 6522 .1 .3 5965 650 650 650 4000 470 8250 470 1050 448 1070 447.6 1750 447 2210 2450 443 2600 443 2670 445 2680 2860 444 2900 443 2920 445 2960 3020 445 3040 443 3070 447 3100 3350 447 3500 446 3550 444 3600 3710 446 3850 447 3940 447 4050 PAGE 22:42:17 4160 446 4450 445 4550 446 4700 4800 447.3 5010 448 5040 448.0 5280 5551.8 431.7 5617 431.7 5777 448 5842.2 5870 440 5880 431.7 5897 440 5915 5975 452 6205 451 6315 450 6435 6840 449 6845 450 6850 450 6892 6980 455 7915 455 8215 460 8250 NH X1 ×3 GR GR GR GR GR GR GR GR GR GR GR NC Xl X3 GR GR GR GR X1 X3 GR GR GR GR GR X1 ×3 GR GR GR GR GR GR 1 5 7350 19930 0 454.3 448 449 447 445 447 448.5 432 437 452 450 .055 20980 0 452 432.3 452 452 20990 0 452 432.3 452 454.6 456 21260 0 452 432.5 433 453.6 455.9 460 17AUG95 .045 55 0 1000 1220 1530 2540 3370 4090 5130 5770 6110 6440 6920 .055 20 0 1000 1312 1432 2405 23 0 1000 1312 1432 1557 2460 26 0 1000 1314 1480 1552 2335 2600 22:42:17 5704 5704 0 450 448 447.2 447 446 448 448.5 432 432 451 451 .O35 1040 0 458 435 452.7 454 1040 0 458 435 452.1 455.5 458 1048 0 458 450 435 448.85 456 .035 6190 5208 1040 1320 1900 3070 3380 4150 5400 5930 6130 6550 7030 .1 1413 1040 1035 1365 1580 2440 1413 1040 1035 1365 1457 2000 2480 1522 1048 1042 1382 1500 1571 2430 5996 80O 470 448 449 447 446.3 447 448.5 448.5 448.5 437 450 452 .3 870 470 458.1 440 452 456 10 470 458.1 440 448.1 455.8 460 380 470 458.4 455.5 440 448.85 456 .045 550 7350 1160 1330 2170 3240 3460 4300 5600 5996 6150 6650 7070 420 1580 1040 1385 1711 2460 10 1457 1040 1385 1473 2255 2525 390 1522 1048 1403 1510 1581 2445 6070 600 470 449 450 446.2 446 447.5 448.5 448.5 448.5 453 449 453 720 452.7 458 450 451.5 458 10 452.1 458 450 448.1 455 380 454 458 450 454 455.6 456 .O35 1190 1460 2280 3350 3750 4660 5700 6050 6190 6840 7130 1045 1413 2000 2480 1045 1413 1483 2405 1054 1425 1522 1635 2495 6190 449 450 446.4 445 447 448.5 448.5 448.5 453 449 460 432.3 451 450.8 460 432.3 451 454.1 455 432.5 433 454 455.6 458 .O55 1210 1520 2420 3360 4070 4960 5704 6070 6220 6900 7350 1152 1420 2255 2525 1152 1420 1547 2440 1148 1455 1533 1700 2563 PAGE 3 QT X1 X3 GR GR GR GR GR X1 X3 GR GR GR GR NH NH X1 X3 GR GR GK GR GR GR NC NH NH Xl X3 GR GR GR GR GR GR GR GR GR GR 4 21635 0 452 433.7 451.5 454.9 456 21645 0 452 433.7 452.0 456 5 6780 22370 0 460 450 450.5 432.5 454.5 457 .055 5 7550 23800 0 465 455 450 450 451 451 452 454 440. 453 460 12800 23 0 1000 1340 1573 1630 2422 18 0 1000 1340 1800 2422 .O5 28 0 1000 2950 4970 5320 5460 6610 .055 .055 52 0 1000 1480 2110 3350 4140 5280 5694.28 6390 6640 7070 7470 .O55 18200 1061 0 458 435 454.6 455.0 458.0 1061 0 458 435 452.0 458.0 1300 5094 0 449 450 450.5 435 454 459.5 .035 5468.04 6610 0 460 454 449 450 450.4 451 454 455 433.3 454 470 5260 20600 1408 1061 1055 1370 1584 1640 2530 1408 1061 1055 1370 1800 2530 .O6 5460 5094 1300 3670 5094 5345 5870 6630 .1 .035 7000 5467 1110 1590 2820 3410 4190 5380 5820 6410 6660 7239 7550 .035 36200 340 470 458.6 454 454.1 455.8 460 10 470 458.6 454 451.8 460 5094 880 470 449 449 434.04 445 452.5 466 .3 5694.28 720 470 457 453 449 451 451 451.42 454 455 440 454 5510 400 1458 1061 1408 1594 2100 2570 10 1528 1061 1408 2100 2570 .035 480 5460 1750 4010 5160 5360 6310 6780 .O55 680 7000 1190 1740 2850 3440 4240 5468.04 5940 6510 6680 7240 .O55 340 454.8 458 454.8 454.1 455.0 10 455.8 458 455.8 452.0 5460 880 454.5 448 448 434.04 446 452 6610 1430 454 456 452 450 451 451 434.68 455 45O 450 450 6340 1067 1458 1596 2290 1067 1520 2290 .055 1950 4070 5220 5380 6480 .O35 1280 1860 3280 3540 4380 5535 5970 6610 6700 7280 .035 433.7 451.5 454 455 433.7 454 454 6610 448 449.5 434.04 452.7 453.5 7000 455 451 450 451 450.6 434,68 455 450 454 455 6940 1165 1471 1600 2355 1165 1600 2355 .O5 2550 4370 5280 5405 6550 .055 1340 1950 3300 3630 4900 5625 6310 6620 7000 7350 .055 X1 ×3 GR GR GR GR GR 1 GR GR GR GR NC NH NH ×1 X3 GR GR GR GR GR GR GR GR GR GR GR NC Xl X3 GR GR GR GR GR GR GR GR GR GR GR GR GR GR GR GR GR GR X1 X3 GR GR GR GR GR GR GR GR 1 GR GR GR GR QT NH NH Xl X3 GR GR GR GR GR GR GR GR GR 12560 24400 465 452 450 452 459.2 17AUG95 451.5 431.5 459.9 457 .055 5. 6690. 24700. 0 465. 457. 451. 452. 453. 454. 455. 440. 457. 459.9 459.2 .O55 25530 0 469.5 449.9 451 453.1 455.33 454.8 455.0 470.0 456.8 456.9 470 470 458.1 457.2 455.9 457.6 470 470 25770 0 469.5 449.9 451 453.1 455.33 456.0 456.8 470.0 17AUG95 470.0 457.6 457.8 470.0 470.0 457.1 4 5 5200 26830 0 464.9 451.7 452.8 453.3 455.9 456.91 436.5 442 461.9 43 1000 1240 1940 3870 5260 22:42:17 5510 6640 7670 11240 .055 .055 53. 0 1000. 1410. 2180. 3180. 4110. 4450. 4850. 5170. 5630. 6140. 6580. .065 90 0 500 1000 1500 2000 2495.2 2742.67 2880 3020 3090 3170 3250 3385 3455 3540 3650 3765 3840 3980 70 0 500 1000 1500 2000 2495.2 2780 2940 3010 22:42:17 3145 3210 3300 3370 3490 3540 13300 .055 .055 42 0 550 1000 1500 2000 2500 2818.65 3062 3500 5100 5260 460 457 449 451 452.3 453 452 458 457.5 .O35 4188.16 5060. 0 462. 455. 450. 452. 453. 455. 451. 456. 458.4 459. 460. .035 2495.2 0 460.5 451.1 451.4 453.4 436.63 453.5 454.7 456.5 456.8 470 470 457.8 458.1 470 456.9 470 470 458.7 2495.2 0 460.5 451.1 451.4 453.4 436.73 456.8 470.0 470.0 457.2 457.8 470.0 470.0 457.3 456.0 18900 2619.58 2619.58 0 461.9 451.3 452.8 454.2 457.~ 457.8 452 442.0 465.0 6940 5260 1040 1270 2200 4090 5280 5600 6820 9020 12240 .1 .035 5200. 4187 1120. 1550. 2260. 3340. 4188.16 4480. 5000. 5200. 5800. 6360. 6670. .1 2742.67 2494 60O 1100 1600 2100 2570 2780 2905 3020 3100 3170 3315 3385 3465 3540 3680 3765 3905 3980 2780 2494 600 1100 1600 2100 2570 2845 2940 3060 3145 3230 3300 3420 3490 3555 21300 .035 3100 2619.58 6O0 1100 1600 2100 2600 2900 3100 3650 5200 130 470 457.5 452 450 451 452 456.5 456 457.5 458 .3 4424.38 610. 470 462. 454. 451. 452. 435.04 455. 451. 456.3 459. 458.5 462. .3 700 470 455.6 450.6 451.6 454.2 436.63 454.0 454.7 456.5 470.0 470 457.9 457.8 470 470 470 470 458.4 458.7 240 470 455.6 450.6 451.6 454.2 436.73 470.0 470.0 456.8 457.6 470.0 470.0 457.7 457.1 456.0 36200 2818.65 1030 470 459.1 451.2 452.4 454.4 457.35 451.6 454 442.5 230 6940 1090 1340 2790 5000 5310 5950 6940 9240 12560 .055 80. 5200 1140. 1650. 2630. 3530. 4260. 4510. 5060. 5260. 5900. 6410. 6690. 560 2742.67 700 1200 1700 2200 2627.2 2820 2935 3030 3100 3240 3315 3395 3465 3590 3680 3825 3905 4000 240 2780 700 1200 1700 2200 2650 2845 2990 3060 3165 3230 3350 3420 3510 3590 .055 960 5200 700 1200 1700 2200 2619.58 3000 3200 3920 55O 470 459.5 450.5 450 452 433.5 453 457,8 458 5060. 350. 470 460. 453. 451. 453. 435.04 454. 440. 456.6 459.4 458.3 700 470 452.9 451.3 451.5 454.3 434.5 470.0 455.3 470.0 470.0 457.8 457.9 470 470 457 470 458 458.4 470 240 470 452.9 451.3 451.5 454.3 434.6 470.0 456.8 457.2 470.0 470.0 457.8 457.3 470.0 459.6 2900 1050 470.0 455.9 450.9 453.2 455.3 436.74 448.7 452.0 456.3 1140 1540 3250 5220 5365 6340 7120 9440 .035 1230. 1870. 2910. 3800. 4350. 4780. 5140. 5300. 5970. 6480. 800 1300 1800 2300 2630 2820 2965 3030 3160 3240 3325 3395 3525 3590 3750 3825 3920 4000 800 1300 1800 2300 2660 2920 2990 3095 3165 3280 3350 3440 3510 3600 .035 0 800 1300 1800 2300 2702 3005 3230 4000 452 450 451 459.5 433.5 446 459 458.5 5200. 460. 452. 451. 453. 453.63 454. 433.9 456.9 459.7 458.7 450.4 450.8 452.7 455 434.40 470.0 470.0 470.0 456.8 457.8 470 470 457.2 455.9 457.6 458 470 470 450.4 450.8 452.7 455 434.60 456.8 456.8 470.0 470.0 457.8 457.7 470.0 470.0 470.0 3100 0 452.9 451.1 453.1 456 436.74 436.3 452 460 1200 1700 3340 5240 5445 PAGE 6490 7430 9940 .055 1300. 2080. 2980. 4000. 4424.38 4800. 5155. 5400. 6050. 6500. 900 1400 1900 2400 2670 2880 2965 3090 3160 3250 3325 3455 3525 3620 3750 3840 3920 4600 900 1400 1900 2400 2710 2920 3010 3095 PAGE 3210 3280 3370 3440 3540 4360 .055 0 900 1400 1900 2400 2738 3027 3290 4250 NH NH X1 X3 GR GR GR GR GR GR GR GR QT NH NH X3 GR GR GR GR GR GR GR GR 1 5 5100 28080 0 466 460.1 455.6 455.4 457.61 435.3 456 452 4 5 5400 28870 0 470 454 457 457.2 459.3 452.0 456 473 17AUG95 .055 40 0 1019 1400 1800 2300 2609.7 2900 3180 3720 13300 .060 36 0 900 2000 2319 2521.8 2750 3270 4850 5400 22:42:17 2416.98 2416.98 0 463.3 459.9 453.1 455.8 457.7 458.4 454 452 18900 2319.0 2319 0 460 454.8 437.5 454.7 459.3 452 460 .035 2941 2416.98 1100 1500 1900 2400 2700 2941 3400 3900 21300 .035 2810 2319 1495 2070 2397 2580 2810 3300 4880 2609.7 85O 470 463.2 459.2 453.5 455.94 456.1 456.2 452 460 36200 2521.0 610 470 456 453.2 437.5 437.6 458.0 452 461.4 .055 1000 5100 1200 1600 2000 2416.98 2800 2963 3500 4150 .060 900 5400 1695 2100 2420 2600 3010 4340 4950 2700 900 470 460 458 455.5 437.18 453.3 458.3 452 460.7 2580 610 470 456 457 437.5 436.3 456 452 467.3 .035 1245' 1659 2100 2492 2838 3000 3620 5000 .045 1790 2140 2443 2630 3090 4620 5010 2941 461.5 457.1 456.3 437.18 435.2 457.4 452 464.9 2750 454 457 457 451.5 454 454 469.4 .O55 1300 1700 2200 2528 2865 3100 3680 5100 .055 1930 2190 2521 2670 3200 4680 5210 PAGE NC NH NH X1 X3 GR GR GR GR GR GR GR NH NH Xl X3 GR GR GR GR GR GR GR GR GR GR GR OR NC X1 X3 GR GR GR GR GR GR GR GR GR GR GR GR GR GR GR 1 5 5100 29610 0 470 462.2 454.7 455.1 460 452 45O 470 5 7100 30570 0 470.2 461.8 456.5 456.1 438.23 439.8 455.5 450 460.1 459.1 460.1 464.1 .055 31230 0 464.9 462.5 462.2 459.6 457.9 438.55 438.5 459.4 456 457.1 460.2 460.4 460.4 461.8 470.0 17AUG95 .055 36 0 52O 1000 1500 2000 2296 2530 3140 5100 .055 59 0 1600 2100 2600 3100 3522 3778 3924 4300 5400 5800 6300 6800 .O55 71 '0 1000 1500 1800 2100 3213 3508 3672 3904 4260 4600 5100 5600 6100 6600 7100 22:42:17 2060.73 2060.73 0 468.5 460.5 455.5 455.65 437,4 450 460 3445.18 3445.18 0 468.2 458.5 456.2 456.1 438.23 439.8 459.2 450 459.8 459.6 460.4 465.4 .035 3387.03 0 466 463 462.1 459 457.9 457.196 459.4 459.7 454.8 458.7 460.3 460.3 460.5 462.4 .1 .035 2470 2055 600 1100 1600 2060.73 2356 2650 3210 .035 4020 3445 1700 2200 2700 3200 3558 3812 3940 4480 5500 5900 6400 6900 3837 3387 1100 1600 1819 2200 3234 3582.58 3708 4000 4276 4700 5200 5700 6200 6700 .3 2253 650 470 466.8 457.8 456 437.83 437.6 449 464 3642.39 900 470 466.8 458.2 456.3 456.6 459,33 456.7 460 460 459.8 459.9 461 467.6 620 470 463 462.6 462.1 459.4 458.4 456 460 459.1 455.1 459.8 461 460.0 460.6 464,4 .055 800 5100 70O 1200 1700 2132 2389 2790 3240 .055 900 7100 1800 2300 2800 3300 3642.39 3850 3950 4600 5517 6000 6500 7000 700 7100 1200 1700 1834 2272 3300 3614 3800 4100 4300 4800 5300 5800 6300 6800 2296 650 470 464.6 456.5 454.7 437.83 458.6 450 465.3 3756 900 470 465.4 457.5 455.6 457.3 459.5 458.2 460 460,2 459.1 459.9 462,2 470.1 620 470 463 462.4 461.3 458.4 459.79 438.6 460.8 458 455.4 459.8 460,1 460.0 460.8 465.6 .035 80O 1300 1800 2168 2440 3030 4900 .035 1900 2400 2900 3400 3700 3870 4020 5200 5600 6100 6600 7100 1300 1755 1900 2800 3387.03 3646 3837 4200 4400 4900 5400 5900 6400 6900 2440 463.8 455.6 454.8 459.15 458.7 450 467 3850 463.6 457.8 455.8 457.43 455.9 451.4 450 460.1 459.1 459.7 462.9 463.2 462.3 460.1 457.9 438.55 438.1 460.3 457.5 456.9 460.2 460.3 460.8 461.3 467.6 .055 900 1400 1900 2253 2470 3070 5000 .055 2000 2500 3000 3445.18 3756 3884 4150 5300 5700 6200 6700 1400 1770 2000 3154 3472 3661 3869 4236 4500 5000 5500 6000 6500 7000 PAGE NC X1 X3 GR GR .055 32150 0 470 457 .055 40 0 1000 2200 .035 3400 0 461 457 3525 3040 1600 2220 90O 470 461 459 950 6180 1800 2320 920 470 458 456.5 2000 2620 459 455 2100 2640 GR 457 2650 456.5 2680 459 2900 459 3100 460 3200 GR 461.5 3300 460.5 3400 437 3427 437 3440 437 3470 GR 437 3475 437 3489 447 3505 460 3525 461.5 3650 GE 458 3920 459 3980 458 4240 456 4280 456 4350 GR 452 4350 453.5 4380 457.5 4400 458 4520 461 4720 GR 461 5110 462 5200 462 5460 464 5800 470 6180 NC 0.055 0.055 0.015 0.3 0.5 NH 5. .055 3390.5 .015 3539.5 NH 5734. X1 32200. 62. 3390.5 3539.5 50. X3 0 0 0 3050 470 BT -9. 3380. 465. 463. 3552. BT 3740. 464. 3880. BT 4190. 466. 4340. GR 472. 900. 467. 1310. 462. GR 456.5 2201. 456.5 2221. 461.5 GR 460.5 2610. 456.5 2611. 460.5 GR 465. 3380. 460. 3381. 461.5 GR 463.0 3432.01 463.0 3434.99 445. GR 445. 3495. 463. 3495.01 463. GR 461.5 3539.5 460. 3550. 465. GR 463.6 3880. 464. 3960. 466. GR 463.5 4340. 452.8 4365. 465.4 GR 449.9 4380. 451.5 4389. 455.2 GR 455.2 4397. 463.5 4411. 465.4 GR 465.7 4534. 465.1 4634. 464. GR 464.4 5014. 466. 5734. Xl 32230. 0. 0. X2 0. 0. 0. X3 0 0 0 .055 50. 5734 465. 463.6 466.9 1700. 2222. 2635. 3390.5 3435. 3497.99 3552. 4190. 4365. 4396. 4734. 0. 50. 50. 3050 470 6180 QT 4 9400 13200 14900 36200 NC 0.055 0.055 0.045 0.1 0.3 X1 32250. 41. 3400. 3525. 1. X3 0 0 0 3040 470 GR 470. 1000. 461. 1600. 461. GR 457. 2200. 457. 2220. 459. GR 457. 2650. 456.5 2680. 459. GR 461.5 3300. 461.5 3300. 460.5 GR 437. 3470. 437. 3475. 437. GR 461.5 3650. 458. 3920. 459. GR 456. 4350. 452. 4350. 453.5 GR 461. 4720. 461. 5100. 462. GR 470. 6180. 1 17AUG95 22:42:17 1. 6180 1800. 2320. 2900. 3400. 3489. 3980. 4380. 5200. 4366. 50. 470 463. 465.4 460.5 459.5 461.0 450. 435.0 446.5 466. 466.9 465.4 465.4 466.9 463.2 50. 1. 470 470 458. 456.5 459. 437. 447. 458. 457.5 462. .02 0. 3600. 3960. 2000. 2430. 3000. 3425. 3455. 3498. 3600. 4340. 4366. 4396. 4834. 2000. 2620. 3100. 3427. 3505. 4240. 4400. 5460. O. 466. 464. 466.8 461.5 459.5 462. 446.5 435. 450.0 464. 465.4 450.7 465.4 466.8 463.5 459. 455. 460. 437. 460. 456. 458. 464. .05 O. 465.4 2200. 2520. 3280. 3432. 3475. 3505. 3740. 4340. 4366. 4397. 4434. 4934. 2100. 2640. 3200. 3440. 3525. 4280. 4520. 5800. PAGE 8 NH 6. 0.050 1323. 0.055 1740. 0.060 2110. .045 2325. 0.055 NH 3570. 0.050 4000. X1 32305. 53. 2110. 2325. 55. 55. 55. GR 470. 50. 470. 50. 470. 50. 470. 50. 470. 50. GR 467. 50, 466. 135. 465. 220. 465. 1323. 461. 1335. GR 461. 1740. 461. 1740. 461. 1740. 462. 1825. 463. 1890. GR 464. 1975. 465. 2045. 465. 2110. 464. 2125. 463. 2140. GR 460. 2160. 455. 2175. 450. 2204. 445. 2218. 440. 2225. GR 437.7 2232. 438. 2239. 440. 2245. 445. 2253. 450. 2263. GR 455. 2281. 460. 2325. 461. 3050. 460. 3140. 459. 3180. GR 458. 3200. 457. 3218. 455. 3265. 452. 3283. 451. 3289. GR 451. 3292. 452. 3308. 455. 3329. 459. 3350. 460. 3360. GR 461. 3369. 462. 3400. 461. 3570. 462. 3910. 463. 3930. GR 464. 3940. 465. 3970. 470. 4000. N~ 6. '0.050 1273. 0.055 1568. 0.060 1940. 0.045 2150. 0.055 NH 3840. 0.050 3960. X1 32725. 53. 1940. 2150. 380. 520. 420. GR 470. 0.0 470. 0.0 470. 0.0 470. 0.0 470. 0.0 GR 465. 0.0 464. 98. 465. 180. 465. 1273. 461. 1285. GR 461. 1568. 453. 1592. 453. 1842. 464. 1895. 464. 1895. GR 463. 1940. 460. 1960. 455. 1981. 450. 2002. 445. 2018. GR 440. 2025. 439. 2030. 438.2 2040. 439. 2050. 440. 2053. GR 445. 2070. 450. 2080. 455. 2090. 460. 2124. 461. 2150. GR 461. 2165. 461. 2500. 463. 2700. 463. 2805. 460. 2885. GR 459. 3350. 455. 3605. 452. 3615. 455. 3628. 459. 3632. GR 459. 3677. 458. 3681. 457. 3689. 457. 3694. 458. 3702. GR 459. 3710. 460. 3825. 461. 3840. 462. 3850. 463. 3865. GR 464. 3875. 465. 3890. 470. 3960. I 17AUG95 22:42:17 T1 DENTON CREEK - PROPOSED CONDITION (EXISTING RUNOFF) T2 DENTON CREEK - 50 YR DISCHARGE PROFILE T3 DENTON CREEK, TEXAS FILE: 92063OPR. DAT J1 ICHECK INQ NINV IDIR STRT METRIC 0 3 0 0 0 0 HVINS 0 Q 0 WSEL 450.50 PAGE J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE T1 T2 T3 2 0 -1 17AUG95 22:42:17 DENTON CREEK - PROPOSED CONDITION (EXISTING RUNOFF) DENTON CREEK - 100 YR DISCHARGE PROFILE DENTON CREEK, TEXAS FILE: 92063OPR. DAT J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q 0 4 0 0 .000452 0 0 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW 3 0 -1 17AUG95 22:42:17 DENTON CREEK - PROPOSED CONDITION (EXISTING RUNOFF) DENTON CREEK - 500 YR DISCHARGE PROFILE T1 T2 T3 DENTON CREEK, TEXAS FILE: 92063OPR. DAT J1 ICHECK INQ NINV IDIR STRT METRIC h~;INS Q 0 5 0 0 .000452 0 0 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW 15 0 -1 450.70 CHNIM ITRACE WSEL FQ 451.80 CHNIM ITRACE PAGE PAGE 10 11 1 17AUG95 22: 42:17 PAGE 12 THIS RUN EXECUTED 17AUG95 ************************************* HEC-2 WATER SURFACE P~DFILES Version 4.6.2; May 1991 ************************************* NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SU~94ARY OF ERRORS LIST DENTON CREEK - TEXAS S U~94ARY PRINTOUT SECNO CWSEL Q XLCH VCH TOPWID STCHL STCHR ELMIN 18440.000 449.70 12800.00 .00 5.71 1975.68 5480.00 5585.00 431.40 18440.000 450.50 18200.00 .00 4.96 2649.88 5480.00 5585.00 431.40 18440.000 452.11 20600.00 .00 2.78 2803.63 5480.00 5585.00 431.40 10440.000 453.68 36200.00 .00 3.11 3256.99 5480.00 5585.00 431.40 19330.000 450.06 12800.00 650.00 1.77 2418.17 5551.80 5965.00 431.70 19330.000 450.81 18200.00 650.00 2.19 2531.33 5551.80 5965.00 43t.70 19330.000 452.23 20600.00 650.00 1.93 2757.45 5551.80 5965.00 431.70 19330.000 453.84 36200.00 650.00 2.65 2977.00 5551.80 5965.00 431.70 19930.000 450.07 12800.00 600.00 2.28 1260.51 5704.00 6190.00 432.00 19930.000 450.83 18200.00 600.00 2.96 1421.69 5704.00 6190.00 432.00 19930.000 452.24 20600.00 600.00 2.82 1677.00 5704.00 6190.00 432.00 19930.000 453.83 36200.00 600.00 4.09 1948.22 5704.00 6190.00 432.00 20980.000 450.13 12800.00 720.00 2.68 336.12 1040.00 1413.00 432.30 20980.000 450.91 18200.00 720.00 3.60 344.90 1040.00 1413.00 432.30 20980.000 452.28 20600.00 720.00 3.73 421.72 1040.00 1413.00 432.30 20980.000 453.85 36200.00 720.00 5.84 1373.60 1040.00 1413.00 432.30 20990.000 450.13 12800.00 10.00 2.68 336.14 1040.00 1413.00 432.30 20990.000 450.91 18200.00 10.00 3.61 344.86 1040.00 1413.00 432.30 20990.000 452.28 20600.00 10.00 3.73 419.89 1040.00 1413.00 432.30 20990.000 453.83 36200.00 10.00 5.95 476.41 1040.00 1413.00 432.30 21260.000 450.20 12000.00 380.00 2.41 394.49 1048.00 1522.00 432.50 21260.000 451.03 18200.00 380.00 3.23 404.78 1048.00 1522.00 432.50 SSTA 3750.00 3750.00 3750.00 3750.00 4000.00 4000.00 4000.00 4000.00 5208.00 5208.00 5208.00 5208.00 1077.78 1074.50 1068.83 1062.29 1077.77 1074.52 1068.82 1062.31 1082.77 1079.70 ENDST 6519.25 6520.50 6553.63 7006.99 6893.30 6912.30 6946.46 6977.00 6928.29 7011.72 7084.34 7156.22 1413.89 1419.40 1490.55 2435.89 1413.91 1419.37 1488.71 1538.72 1518.74 1519.45 22:42:22 21260.000 452.40 20600.00 380.00 3.32 421.74 1048.00 1522.00 432.50 1074.64 1520.63 21260.000 454.13 36200.00 380,00 5.20 506.53 1048.00 1522.00 432.50 1068.26 1585.48 21635.000 450.20 12800,00 340.00 3.09 301.94 1061.00 1408.00 433,70 1098.46 1400.40 21635.000 451.03 18200.00 340.00 4.14 306.95 1061.00 1408.00 433.70 1095,11 1402.06 21635.000 452.40 20600.00 340.00 4.27 315.19 1061.00 1408.00 433.70 1089.60 1404.79 21635.000 454.10 36200.00 340.00 6.75 331.52 1061.00 1408.00 433.70 1082.73 1414.25 17AUG95 22:42:17 SECNO CWSEL Q XLCH 21645.000 450.20 12800.00 10,00 21645.000 451.03 18200.00 10.00 21645.000 452.40 20600.00 10.00 21645.000 454.11 36200.00 10.00 22370.000 450.35 12800.00 880.00 22370.000 451.28 18200.00 880.00 22370.000 452.64 20600.00 880.00 22370.000 454.70 36200.00 880.00 23800.000 450.59 12800.00 1430.00 23800.000 451.67 18200.00 1430.00 23800.000 453.03 20600.00 1430.00 23800.000 455.90 36200.00 1430.00 24400.000 450.88 12800,00 550.00 24400.000 452.15 18200.00 550.00 24400.000 453.47 20600.00 550.00 24400.000 456.27 36200.00 550.00 24700.000 450.84 12800.00 350.00 24700.000 452.10 18200.00 350.00 24700.000 453.43 20600.00 350.00 24700.000 456.24 36200.00 350.00 25530.000 451.02 12800.00 700.00 25530.000 452.32 18200.00 700.00 25530.000 453.57 20600.00 700.00 25530.000 456.12 36200.00 700.00 25770.000 451.30 12800.00 240.00 25770.000 452.76 18200.00 240.00 25770.000 454.01 20600.00 240.00 25770.000 457,03 36200.00 240.00 26830.000 451.78 13300.00 1050.00 26830.000 453.47 18900.00 1050.00 26830.000 454.73 21300.00 1050.00 26830.000 458.34 36200.00 1050.00 28080.000 451.77 13300.00 900.00 28080.000 453.43 18900.00 900,00 28080.000 454.72 21300.00 900.00 28080.000 458.45 36200.00 900.00 28870.000 452.39 13300.00 610,00 28870.000 454.36 18900.00 610.00 28870.000 455.53 21300.00 610.00 28870.000 459.06 36200.00 610.00 17AUG95 22:42:17 VCH 3.09 4.14 4.27 6.74 3.30 4.38 4.50 6.85 2.62 2.81 2.53 3.55 2.10 2.62 2.57 3.11 2.88 3.75 3.87 5.36 5.25 6.68 6.84 9.96 4.21 5.32 5.49 7.86 2.36 2.63 2.51 2.87 5.54 6,46 6.06 5.58 5.22 4.78 4.13 3.52 TOPWID 301.94 306.96 315.20 331.82 301.61 305.70 310.77 1460.71 363.16 475.00 670.10 1904.51 619.05 720.39 947.16 1623.60 345.59 460.66 522.85 1013.00 216.78 226.59 236.04 248.67 253.25 263.90 273.02 286.00 937.91 1149.39 1221.33 1518.25 241.69 778.40 956.18 1684.77 1636.39 1831.90 2035.29 2454.82 STCHL 1061.00 1061.00 1061.00 1061,00 5094.00 5094.00 5094.00 5094.00 6610.00 6610.00 6610.00 6610.00 5260.00 5260.00 5260,00 5260.00 5060,00 5060.00 5060.00 5060.00 2495.20 2495,20 2495.20 2495.20 2495.20 2495.20 2495.20 2495.20 2619,58 2619.58 2619.58 2619.58 2416.98 2416.98 2416.98 2416.98 2319.00 2319.00 2319.00 2319.00 STCHR 1408.00 1408.00 1408.00 1408.00 5460.00 5460.00 5460.00 5460.00 7000.00 7000.00 7000.00 7000.00 6940.00 6940.00 6940.00 6940.00 5200.00 5200.00 5200.00 5200.00 2742.67 2742.67 2742.67 2742.67 2780.00 2780.00 2780.00 2780,00 3100,00 3100.00 3100.00 3100.00 2941.00 2941.00 2941.00 2941.00 2810.00 2810.00 2810.00 2810.00 SECNO CWSEL Q XLCH VCH TOPWID STCHL STCHR 29610.000 453.04 13300.00 650.00 4.14 909.98 29610.000 454.82 18900.00 650.00 4.38 961.76 29610.000 455.83 21300.00 650.00 4.25 996.20 29610.000 459.22 36200.00 650.00 4,76 1108.16 30570.000 453.49 13300.00 900.00 4.86 683.70 30570.000 455.27 18900.00 900.00 5.17 769.78 30570.000 456.23 21300.00 900.00 5.03 817.52 30570.000 459.61 36200.00 900.00 5.40 1435.96 2060.73 2060.73 2060.73 2060.73 3445.18 3445.18 3445.18 3445.18 3387.03 3387.03 3387.03 3387.03 31230.000 453.87 13300.00 620.00 5.75 239.15 31230.000 455.57 18900.00 620.00 6.90 404.44 31230.000 456.47 21300.00 620.00 7.08 499.38 31230.000 459.87 36200.80 620.00 7.84 1424.71 2470.00 2470.00 2470.00 2470.00 4020.00 4020.00 4020.00 4020.00 3837.00 3837.00 3837.00 3837.00 ELMIN 433.70 433.70 433.70 433.70 432.50 432.50 432.50 432.50 433.30 433.30 433.30 433.30 431.50 431.50 431.50 431.50 433.90 433.90 433.90 433.90 434.40 434.40 434.40 434.40 434.60 434.60 434.60 434.60 436.30 436.30 436.30 436.30 435.20 435.20 435.20 435.20 436.30 436.30 436.30 436.30 ELMIN 437.40 437.40 437.40 437.40 438.23 438.23 438.23 438.23 438.10 438.10 438.10 438.10 SSTA 1098.46 1095.10 1089.59 1082.71 5094.61 5094.00 5094.00 5094.00 5471.37 5467.00 5467.00 5467.00 5313.34 5294.95 5276.60 5268.48 4196.80 4191.74 4187.00 4187.00 2512.43 2507.24 2502.24 2494.00 2511.39 2505.52 2500.49 2494.00 2641.85 2635.08 2630.05 2619.58 2433.64 2427.01 2421.86 2416.98 2337.46 2329.52 2324.88 2319.00 SSTA 2071.18 2064.05 2055.00 2055.00 3460.93 3453.82 3449.94 3445.00 3410.70 3403.91 3400.32 3387.00 ENDST 1480.40 1402.06 1404.80 1414.53 5396.22 5399.70 5404.77 6554.71 6744.13 6825.54 6927.35 7371.51 6810,14 6824.52 6864.14 6940.00 5190.33 5192.70 5195.18 5200.00 2729.21 2733.83 2738.29 2742.67 2764.64 2769.42 2773.51 2780.00 3973.81 3983.61 3990.91 4137.83 2929.24 3944.78 3984.99 4101.75 4631.52 4711.50 4810.14 4872.96 ENDST 3161.26 3173.74 3180.84 3204.56 4521.92 4543.25 4554.88 5904.55 3698.48 4411.38 4471.25 4917.42 32150.000 454.47 13300.00 920.00 8.81 144.42 3400.00 3525.00 437.00 3406.93 4384.85 32150.000 456.25 18900.00 920.00 10.93 233.06 3400.00 3525.00 437.00 3404.88 4393.74 32150.000 457.12 21300.00 920.00 11.50 257.30 3400.00 3525.00 437.00 3403~88 4398.12 32150.000 460.75 36200.00 920.00 12.98 1416.59 3400.00 3525.00 437.00 3040.00 4703.10 PAGE PAGE 13 14 32200.000 454.04 13300.00 50.00 12.00 129.01 3390.50 3539.50 435.00 3412.87 4393.81 32200.000 455.69 18900.00 50.00 14.43 145.86 3390.50 3539.50 435.00 3407.90 4397.85 32200.000 456.55 21300.00 50.00 14.96 154.48 3390.50 3539.50 435.00 3405.31 4399.30 32200.000 459.20 36200.00 50.00 20,00 180.96 3390.50 3539.50 435.00 3397.39 4403.75 32230.000 454.15 13300.00 50.00 11.87 130.13 3390.50 3539.50 435.00 3412.54 4394.02 32230.000 455.99 18900.00 50.00 14.02 148.83 3390.50 3539.50 435.00 3407.01 4398.35 32230,000 456.91 21300.00 50.00 14.46 158.05 3390.50 3539.50 435.00 3404.25 4399.90 32230.000 462.74 36200.00 50.00 14.94 485.27 3390.50 3539.50 435.00 3050.00 4409.72 32250.000 455.98 9400.00 1.00 32250.000 458.61 13200.00 1.00 32250.000 459.80 14900.00 1.00 32250.000 466.09 36200.00 1.00 32305.000 455.38 9400.00 55.00 32305.000 458.39 13200.00 55.00 32305.000 459.62 14900.00 55.00 32305.000 466.12 36200.00 55.00 * 32725.000 457.61 9400.00 420.00 * 32725.000 459.92 13200.00 420.00 * 32725.000 460.93 14900.00 420.00 * 32725.000 466.33 36200.00 420.00 17AUG95 22:42:17 5.53 156.03 3400.00 3525.00 437.00 3405.19 4392.40 6.16 683.14 3400.00 3525.00 437.00 3402.17 4560.60 5.91 1123.49 3400.00 3525.00 437.00 3040.00 4640.20 4.18 2892.37 3400.00 3525.00 437.00 3040.00 5932.37 10.07 185.59 2110.00 2325.00 437.70 2173.85 3331.02 8.61 300.59 2110.00 2325.00 437.70 2164,83 3346.80 7.98 361.71 2110.00 2325.00 437.70 2161.13 3356.23 3.88 3852.65 2110.00 2325.00 437.70 124.12 3976.77 4.69 630.82 1940.00 2150.00 438.20 1578.16 3698.91 4.13 1362.31 1940.00 2150.00 438.20 1571.23 3816.09 3.58 1484.88 1940.00 2150.00 438.20 1568,22 3838.90 2.91 3908.58 1940.00 2150.00 438.20 .00 3908.58 PAGE 15 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 19330.000 PROFILE= 1 WARNING SECNO= 19330.000 PROFILE= 2 RIARNING SECNO- 19330.000 PROFILE- 3 WARNING SECNO= 19330.000 PROFILE= 4 $~ARNING SECNO= 19930.000 PROFILE= RL~RNING SECNO- 19930.000 PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO-= 24400.000 PROFILE= 1 WARNING SECNO- 24400,000 PROFILE= 2 WARNING SECNO= 24400.000 PROFILE- 3 WARNING SECNO= 24400.000 PROFILE= 4 WARNING SECNO- 24700.000 PROFILE= 1 WARNING SECNO= 24700.000 PROFILE= 2 WARNING SECNO- 24700.000 PROFILE- 3 WARNING SECNO= 24700.000 PROFILE= 4 WARNING SECNO= 25530.000 PROFILE= WARNING SECNO= 25530.000 PROFILE= CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO~ 26830.000 PROFILE- WARNING SECNO= 26830.000 PROFILE= WARNING SECNO= 26830.000 PROFILE= WARNING SECNO= 26830.000 PROFILE= WARNING SECNO= 28080.000 PROFILE= 1 WARNING SECNO= 28080.000 PROFILE= 2 Rtm/~NING SECNO= 28080.000 PROFILE= 3 WARNING SECNO= 28080.000 PROFILE= 4 WARNING SECNO= 28870.000 PROFILE- WARNING SECNO= 31230.000 PROFILE- CAUTION SECNO= 32200.000 PRDFILE= CAUTION SECNO= 32200.000 PROFILE= CAUTION SECNO= 32230.000 PRDFILE= WARNING SECNO- 32230.000 PROFILEz WARNING SECNO= 32250.000 PROFILE- ~ARNING SECNO- 32305.000 PROFILE= WARNING SECNO= 32305.000 PROFILE= ~%RNING SECNO~ 32305.000 PROFILE= WARNING SECNO= 32725.000 PROFILE= WARNING SECNO= 32725.000 PROFILE= WARNING SECNO~ 32725.000 PROFILE= WARNING SECNO= 32725.000 PROFILE= 1 17AUG95 22:42:17 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE F4%NGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 4 CRITICAL DEPTH ASSUMED 4 MINIMUM SPECIFIC ENERGY 4 20 TRIALS ATTEMPTED TO BALANCE WSEL 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 CONVEYANCE CHANGE OUTSIDE 2 CONVEYANCE CHANGE OUTSIDE 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ACCEPTABLE RANGE ACCEPTABLE RANGE 1 CONVEYANCE CHANGE OUTSIDE 2 CONVEYANCE CHANGE OUTSIDE 3 CONVEYANCE CHANGE OUTSIDE 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ACCEPTABLE RANGE ACCEPTABLE RANGE ACCEPTABLE RANGE PAGE 16 * HEC-2 WATER SURFACE PROFILES * Version 4.6.2; May 1991 * RUN DATE 23AUG95 TIME 15:11:17 * U.S. ARMY CORPS OF ENGINEERS * HYDROLOGIC ENGINEERING CENTER * 609 SECOND STREET, SUITE D * DAVIS, CALIFORNIA 95616-4687 * (916) 756-1104 *************************************** 23AUG95 15:11:17 X XXXXXXX X X X X X XXXXXXX XXXX X X X X X X X X XXXXXXX XXXXX X X X X X X X XXXXX XXXXX X X X XXXXX X X XXXXXXX PAGE ************************************* HEC-2 ~ATER SURFACE PROFILES Version 4.6.2; May 1991 ************************************* DENTON CREEK - EXISTING (Modified K-H F.I.S. encroachment model) DENTON CREEK - 100 YR DISCHARGE PROFILE T1 T2 T3 DENTON CREEK, TEXAS FILE: DENCRK4.DAT FLOODWAY MODEL J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q 0 4 0 0 0 0 0 J2 NPROF IPLOT PRFVS XSECV KSECH FN ALLDC IBW 1 0 -1 J3 VARIABLE CODES FOR SUI~4ARY PRINTOUT 38 I 50 110 200 J5 LPRNT NUMSEC -10 53 54 21 22 ********REQUESTED SECTION NUMBERS******** THIS RUN EXECUTED 23AUG95 WSEL FQ 452.11 CHNIM ITRACE 4 43 42 NC .035 .055 .045 .1 .3 QT 8 20600 20600 20600 20600 20600 20600 20600 20600 X1 18440 33 5480 5585 10000 4500 ~5880 GR 460 1000 448 1300 448 1800 447 2250 445 GR 440 2330 440 2500 445 2600 448 2750 448 GR 450 5350 451 5460 449 5480 446 5515 440 GR 434 5535 431.4 5545 431.4 5555 447 5560 451 GR 450 5700 450 5850 448 5920 448 6125 450 GR 450 6500 448 6508 448 6515 450 6520 452 GR 454 7100 460 7440 476 7650 NC .035 .055 .040 .1 .3 ET 4000 5~~ 2.1 7.1 (4000 5905/ Xl 19230 59 5905 550 550 550 GR 454 1000 450 1050 448 1070 447.6 1750 447 GR 446 2410 445 2450 443 2600 443 2670 445 GR 445 2710 445 2860 444 2900 443 2920 445 GR 446 2970 446 3020 445 3040 443 3070 447 GR 446.7 3250 447 3350 447 3500 446 3550 444 GR 447 3650 446 3710 446 3850 447 3940 447 GR 446 4080 446 4160 446 4450 445 4550 446 GR 447 4740 447 4800 447.3 5010 448 5040 448.0 1 23AUG95 15:11:17 GR 448.0 5490 448.0 5551.8 431.7 5617 431.7 GR 447.0 5820 440 5830 431.7 5850 440 GR 453.5 6100 451.5 6300 451.2 6370 446 GR 450 6630 450 6830 451 6840 456 15:11:17 2300 5250 5525 5585 6130 6522 2210 2680 2960 3100 3600 4050 4700 5280 PAGE 5767 447 5812 5865 452 5905 6400 446 6625 6880 NC .035 .055 ~035_ .1 .3 ET 4000 '~50~ 2.1 7.1 4000 5965 X1 X4 GR GR GR GR GR GR GR GR GR GR GR GR GR NH NH ET X1 GR GR GR GR GR GR GR GR GR GR GR 19330 65 5551.8 5965 100 100 100 I 450 6440 454 1000 450 1050 448 1070 447.6 1750 447 2210 446 2410 445 2450 443 2600 443 2670 445 2680 445 2710 445 2860 444 2900 443 2920 445 2960 446 2970 446 3020 445 3040 443 3070 447 3100 446.7 3250 447 3350 447 3500 446 3550 444 3600 447 3650 446 3710 446 3850 447 3940 447 4050 446 4080 446 4160 446 4450 445 4550 446 4700 447 4740 447 4800 447.3 5010 448 5040 448.0 5280 448.0 5490 448.0 5551.8 431.7 5617 431.7 5777 448 5842.2 448.0 5860 445 5870 440 5880 431.7 5897 440 5915 453 5965 453 5975 451.2 6080 446 6090 446 6430 450 6800 450 6840 449 6845 450 6850 450 6892 452 6942 454 6980 455 7915 455 8215 460 ..~_8250 5 .045 5704 .035 5996 .045 6070 .035 6190 .055 7350 5208 7350 2.1 7.1 5208 6190 19930 53 5704 6190 800 500 600 454.3 1000 450 1040 448 1160 449 1190 449 1210 448 1220 448 1320 449 1330 450 1460 450 1520 449 1530 447.2 1900 447 2170 446.2 2280 446.4 2420 447 2540 447 3070 446.3 3240 446 3350 445 3360 445 3370 446 3380 447 3460 447.5 3750 447 4070 447 4090 448 4150 448.5 4300 448.5 4660 448.5 '4960 448.5 5130 448.5 5400 448.5 5600 448.5 5700 448.5 5704 432 5770 432 5930 448,5 5996 448.5 6050 448.5 6070 437 6110 432 6130 437 6150 453 6190 453 6220 452 6440 452 6520 450 6760 450 6900 452 6950 454 7100 456 7250 458 7350 NC .055 .055 .035 .1 .3 ET 1040 1580 2.1 2.1 Xl 20980 20 1040 1413 870 420 720 GR 452 1000 458 1035 458,1 1040 458 GR 432.3 1312 435 1365 440 1385 450 GR 452 1432 452.7 1580 452 1711 451.5 GR 452 2405 454 2440 456 2460 458 1045 1413 2000 2480 ET 1040 1580 2.1 2.1 1040 1580 X1 20990 23 1040 1413 10 10 10 GR 452 1000 458 1035 458.1 1040 458 1045 GR 432.3 1312 435 1365 440 1385 450 1413 GR 452 1432 452.1 1457 448.1 1473 448.1 1483 GR 454.6 1557 455.5 2000 455.8 2255 455 2405 GR 456 2460 458 2480 460 2525 1 15:11:17 23AUG95 432.3 451 450.8 460 432.3 451 454.1 455 1152 1420 2255 2525 1152 1420 1547 2440 PAGE ET 1048 1522 2.1 2.1 X1 21260 26 1048 1522 380 390 380 GR 452 1000 458 1042 458.4 1048 458 GR 432.5 1314 450 1382 455.5 1403 450 GR 433 1480 435 1500 440 1510 454 GR 453.6 1552 448.85 1571 448.85 1581 455.6 GR 455.9 2335 456 2430 456 2445 456 GR 460 2600 1054 1425 1522 1635 2495 ET 1061 1408 7.1 2.1 1061 1528 X1 21635 23 1061 1408 340 400 340 GR 452 1000 458 1055 458.6 1061 458 1067 GR 433.7 1340 435 1370 454 1408 454.8 1458 GR 451.5 1573 454.6 1584 454.7 1594 454.8 1596 GR 454.9 1630 454.90 1640 455.8 2100 455.0 2290 GR 456 2422 458 2530 460 2570 ET 1061 1408 7.1 2.1 1061 1528 Xl 21645 18 1061 1408 10 10 10 GR 452 1000 458 1055 458.6 1061 458 1067 GK 433.7 1340 435 1370 454 1408 455.8 1520 GR 452.0 1800 452.0 1800 451.8 2100 452.0 2290 GR 456 2422 458.0 2530 460 2570 432.5 433 454 455.6 458 433.7 451.5 454.9 455.0 433.7 454 454 1148 1455 1533 1700 2563 1165 1471 1600 2355 1165 1600 2355 NH 5 .05 1300 .06 5094 .035 5460 .055 6610 .05 NH 6780 ET 5094 6780 2.1 7.1 5094 5460 X1 22370 28 5094 5460 880 480 880 GR 460 1000 449 1300 449 1750 448 1950 448 2550 GR 450 2950 450 3670 449 4010 448 4070 449.5 4370 GR 450,5 4970 450.5 5094 434.04 5160 434.04 5220 434.04 5280 GR 432.5 5320 435 5345 445 5360 446 5380 452.7 5405 GR 454.5 5460 454 5870 452.5 6310 452 6480 453.5 6550 GR 457 6610 459.5 6630 466 6780 I PAGE 23AUG95 15:11:17 T1 DENTON CREEK - ENCROACHMENT J1 ICHECK INQ NINV IDIR STRT 0 6 0 0 0 J2 NPROF IPLOT PRFVS XSECV XSECH 15 0 -1 METRIC HVINS Q WSEL FQ 0 0 0 453.12 FN ALLDC IBW CHNIM ITRACE 1 23AUG95 15:11: 17 PAGE THIS RUN FQ(ECUTED 23AUG95 ************************************* HEC-2 WATER SURFACE PROFILES Version 4.6.2; l"~.y 1991 NOTE- ASTER/SK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST DENTON CREEK, TEXAS SUD94ARY PRINTOUT SECNO CWSEL DIFWSP SSTA ENDST STCHL STCHR TOPWID Q 18440.000 452.11 .00 3750.00 6553.79 5480.00 5585.00 2803.79 20600.00 18440.000 453.12 1.01 3750.00 5585.00 5480.00 5585.00 1835.00 20600.00 19230.000 452.23 .00 4000.00 6849.88 5551.80 5905.00 2558.78 20600.00 19230.000 453.22 .99 4000.00 5905.00 5551.80 5905.00 1905.00 20600.00 19330.000 452.24 .00 4000.00 6946.79 5551.80 5965.00 2890.28 20600.00 19330.000 453.23 .99 4000.00 5965.00 5551.80 5965.00 1965.00 20600.00 19930.000 452.23 .00 5208.00 6967.57 5704.00 6190.00 1559.18 20600.00 19930.000 453.23 1.00 5208.00 6190.00 5704.00 6190.00 982.00 20600.00 20980.000 452.28 .00 1068.78 1492.79 1040.00 1413.00 424.01 20600.00 20980.000 453.27 .99 1064.67 1580.00 1040.00 1413.00 515.33 20600.00 20990.000 452.29 .00 1068.81 1527.60 1040.00 1413.00 458.79 20600.00 20990.000 453.27 .99 1064.70 1538.12 1040.00 1413.00 473.41 20600.00 21260.000 452.40 .00 1074.64 1520.63 1048.00 1522.00 421.77 20600.00 21260.000 453.37 .97 1071.07 1521.46 1048.00 1522.00 433.74 20600.00 21635.000 452.40 .00 1089.59 1528.00 1061.00 1408.00 375.74 20600.00 21635.000 453.36 .96 1085.71 1406.72 1061.00 1408.00 321.02 20600.00 21645.000 452.40 .00 1089.58 1404.80 1061.00 1408.00 315.21 20600.00 21645.000 453.36 .96 1085.70 1406.73 1061.00 1408.00 321.03 20600.00 22370.000 452.64 .00 5094.00 6509.83 5094.00 5460.00 551.46 20600.00 22370.000 453.57 .93 5094.00 5431.64 5094.00 5460.00 337.64 20600.00 23AUG95 15:11:17 ELMIN 431.40 431.40 431.70 431.70 431.70 431.70 432.00 432.00 432.30 432.30 432.30 432.30 432.50 432.50 433.70 433.70 433.70 433.70 432.50 432.50 DENTON CREEK, TEXAS SUD94ARY PRINTOUT TABLE 110 15:11:18 PAGE 6 SECNO CWSEL DIFKWS EG TOPWID QLOB QCH QROB PERENC STENCL STCHL STCHR STENCR 18440.000 452.11 .00 452.19 2803.79 15160.62 2633.46 2805.92 3900.00 3750.00 5480.00 5585.00 7650.00 18440.000 453.12 1.01 453.19 1835.00 18066.85 2533.15 .00 1835.00 3750.00 5480.00 5585.00 5585.00 19230.000 452.23 .00 452.27 2558.78 9172.57 10098.53 1328.90 4250.00 4000.00 5551.80 5905.00 8250.00 19230.000 453.22 .99 453.26 1905.00 10702.97 9897.03 .00 1905.00 4000.00 5551.80 5905.00 5905.00 19330.000 452.24 .00 452.28 2890.28 8003.22 10792.82 1803.96 4250.00 4000.00 5551.80 5965.00 8250.00 19330.000 453.23 .99 453.26 1965.00 9636.98 10963.02 .00 1965.00 4000.00 5551.80 5965.00 5965.00 19930.000 452.23 .00 452.35 1559.18 1676.06 18628.60 295.34 2142.00 5208.00 5704.00 6190.00 7350.00 19930.000 453.23 1.00 453.33 982.00 2401.67 18198.33 .00 982.00 5208.00 5704.00 6190.00 6190.00 20589.16 10.84 540.00 1040.00 1040.00 1413.00 1580.00 20980.000 452.28 .00 452.50 424.01 .00 20980.000 453.27 .99 453.46 515.33 .00 20531.75 68.25 540.00 1040.00 1040.00 1413.00 1580.00 20990.000 452.29 .00 452.50 458.79 .00 20470.12 129.89 540.00 1040.00 1040.00 1413.00 1580.00 20990.000 453.27 .99 453.46 473.41 .00 20384.59 215.41 540.00 1040.00 1040.00 1413.00 1580.00 21260.000 452.40 .00 21260.000 453.37 .97 21635.000 452.40 .00 21635.000 453.36 .96 21645.000 452.40 .00 21645.000 453.36 .96 22370.000 452.64 .00 22370.000 453.57 .93 23AUG95 15:11:17 452.57 421.77 .00 20600.00 .00 453.52 433.74 .00 20600.00 .00 474.00 474.00 1048.00 1048.00 1048.00 1048.00 1522.00 1522.00 1522.00 1522.00 452.68 375.74 .00 20578.54 21.46 467.00 1061.00 1061.00 1408.00 1528.00 453.61 321.02 .00 20600.00 .00 347.00 1061.00 1061.00 1408.00 1408.00 452.68 315.21 .00 20600.00 .00 453.61 321.03 .00 20600.00 .00 1061.00 1061.00 5094.00 5094.00 452.95 551.46 .00 20580.52 19.48 453.85 337.64 .00 20600.00 .00 1061.00 1061.00 5094.00 5094.00 467.00 347.00 1408.00 1408.00 5460.00 5460.00 PAGE 7 1686.00 366.00 1528.00 1408.00 6780.00 5460.00 SU~94ARY OF ERRORS AND SPECIAL NOTES $~ARNING SECNO= 19230.000 PROFILE= WARNING SECNO= 19230.000 PROFILE= ~4ARNING SECNO= 19930.000 PROFILE- ~.RNING SECNO= 19930.000 PROFILE= 1 23AUG95 15: 11: 17 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PAGE FLOODWAY DATA, DENTON CREEK, TEXAS PROFILE NO. 2 STATION ....... FLOODWAY ....... WATER SURFACE ELEVATION WIDTH SECTION MEAN WITH WITHOUT DIFFEP~ENCE AREA VELOCITY FLOODWAY FLOOD~%Y 18440.000 1835. 19230.000 1905. 19330.000 1965. 19930.000 982. 20980.000 515. 20990.000 473. 21260.000 450. 21635.000 321. 21645.000 321. 22370.000 338. 9496. 2.2 453.1 452.1 1.0 15646. 1.3 453.2 452.2 1.0 16300. 1.3 453.2 452.2 1.0 9304. 2.2 453.2 452.2 1.0 6037. 3.4 453.3 452.3 1.0 6172. 3.3 453.3 452.3 1.0 6624. 3.1 453.4 452.4 1.0 5128. 4.0 453.4 452.4 1.0 5128. 4.0 453.4 452.4 1.0 4880. 4.2 453.5 452.6 .9 Corrected Effective Models HEC-2 WATER SURFACE PROFILES Version 4.6.2: May 1991 RUN DATE 05OCT95 TIME 20:15:18 U.S. ARMY CORPS OF ENGINEERS HYDROLOGIC ENGINEERING CENTER 609 SECOND STREET, SUITE D DAVIS, CALIFORNIA 95616-4687 (916) 756-1104 05OCT95 20:15:18 X X XXXXXXX XXXXX X X X X X X X X X FJOCX/J~X XXXX X X X X X X X X X X X X XXXXXXX XXXXX XXXXX XXXXX X X X XXXXX X X XXXXXXX PAGE ************************************* HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ************************************* THIS RUN EXECUTED 05OCT95 20:15:18 T1 DENTON CREEK - PROPOSED CONDITION (EXIS. RUNOFF) SPIARS & DeOTTE, INC. T2 DENTON CREEK - 10 YR DISCHARGE PROFILE T3 DENTON CREEK - TEXAS FILE "DENCE.DAT' CORRECTED EFFECTIVE MODEL J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL 0 2 0 0 0 0 0 0 449.70 J2 NPROF IPLOT PRFVS XSECV XSECM FN ALLDC IBW CHNIM 1 0 -1 J3 VARIABLE CODES FOR SUS~4ARY PRINTOUT 38 1 43 39 26 4 21 22 54 150 100 NC .035 .055 .045 .1 .3 QT 4 12800 18200 20600 36200 FEMA CROSS SECTION START OF LEVEE DISTRICT X1 18440 X3 0 GR 460 GR 440 GR 450 GR 434 GR 450 GR 450 GR 454 33 5480 5585 10000 4500 5880 0 0 3750 470 7650 470 1000 448 1300 448 1800 447 2250 2330 440 2500 445 2600 448 2750 5350 451 5460 449 5480 446 5515 5535 431.4 5545 431.4 5555 447 5560 5700 450 5850 448 5920 448 6125 6500 448 6508 448 6515 450 6520 7100 460 7440 476 7650 NC .035 .055 .035 .1 .3 SPIARS & DeOTTE ADDED SECTION (8-10-95) ITRACE 42 53 445 448 440 451 450 452 2300 5250 5525 5585 6130 6522 X1 19230 59 5551.8 5900 550 550 550 X3 0 0 0 4000 470 6880 470 GR 454 1000 450 1050 448 1070 447.6 1750 447 2210 GR 446 2410 445 2450 443 2600 443 2670 445 2680 GR 445 2710 445 2860 444 2900 443 2920 445 2960 GR 446 2970 446 3020 445 3040 443 3070 447 3100 GR 446.7 3250 447 3350 447 3500 446 3550 444 3600 1 05OCT95 20:15:18 PAGE GR 447 3650 446 3710 446 3850 447 3940 447 4050 GR 446 4080 446 4160 446 4450 445 4550 446 4700 GR 447 4740 447 4800 447.3 5010 448 5040 448.0 5280 GR 448.0 5490 448.0 5551.8 431.7 5627 431.7 5767 447 5812 GR 447.0 5820 440 5830 431.7 5845 440 5855 452 5900 GR 453.5 6100 451.5 6300 451.2 6370 452 6430 450.8 6550 GR 450 6790 450 6830 451 6840 456 6880 NC ,035 ,055 ,035 ,1 ,3 EXISTING AUTHOR/ZED ENCROACHMENT IN R,O,B, AT BIRDSONG TRACT STA, 6820 X1 19330 65 5551,8 5965 100 350 100 X3 0 0 0 4000 470 6820 470 X4 1 449,2 6440 GR 454 1000 450 1050 448 1070 447,6 1750 447 2210 GR 446 2410 445 2450 443 2600 443 2670 445 2680 GR 445 2710 445 2860 444 2900 443 2920 445 2960 GR 446 2970 446 3020 445 3040 443 3070 447 3100 GR 446,7 3250 447 3350 447 3500 446 3550 444 3600 GR 447 3650 446 3710 446 3850 447 3940 447 4050 GR 446 4080 446 4160 446 4450 445 4550 446 4700 GR 447 4740 447 4800 447,3 5010 448 5040 448,0 5280 GR 448,0 5490 448,0 5551,8 431,7 5617 431,7 5777 448 5842,2 GR 448,0 5860 445 5870 440 5880 431,7 5897 440 5915 GR 453 5965 453 5975 452 6205 451 6315 450 6435 GR 450 6800 450 6840 449 6845 450 6850 450 6892 GR 452 6942 454 6980 455 7915 455 8215 460 8250 NH 5 ,045 5704 ,035 5996 NH 7350 ,045 FEMACROSS SECTION START OF PROPOSED CHANNEL IMPROVEMENTS CORRECTED GR'S TO MATCN CITY TOPO IN R,O,B, 6070 ,035 6190 ,O55 Xl 19930 53 5704 6190 600 420 600 X3 0 0 0 5208 470 7350 470 GR 454,3 1000 450 1040 448 1160 449 1190 449 1210 GR 448 1220 448 1320 449 1330 450 1460 450 1520 GR 449 1530 447,2 1900 447 2170 446,2 2280 446,4 2420 GR 447 2540 447 3070 446,3 3240 446 3350 445 3360 GR 445 3370 446 3380 447 3460 447,5 3750 447 4070 GR 447 4090 448 4150 448,5 4300 448,5 4660 448,5 4960 GR 448,5 5130 448,5 5400 448,5 5600 448,5 5700 448,5 5704 GR 432 5770 432 5930 448,5 5996 448,5 6050 448,5 6070 GR 437 6110 432 6130 437 6150 453 6190 453 6220 GR 452 6440 452 6520 450 6760 450 6900 452 6950 GR 454 7100 456 7250 458 7350 1 05OCT95 20:15:18 PAGE NC ,055 ,055 ,035 ,1 ,3 D,M,D, CROSS SECTION {5-5-93) X1 20980 20 1040 1413 870 250 820 X3 0 0 0 1040 470 1580 453,7 GR 452 1000 458 1035 458,1 1040 458 GR 432,3 1312 435 1365 440 1385 450 GR 452 1432 452,7 1580 452 1711 451,5 GR 452 2405 454 2440 456 2460 458 X1 20990 23 1040 1413 10 10 10 X3 0 0 0 1040 470 1457 452,1 GR 452 1000 458 1035 458,1 1040 458 GR 432,3 1312 435 1365 440 1385 450 GR 452 1432 452,1 1457 448,1 1473 448,1 GR 454,6 1557 455,5 2000 455,8 2255 455 GR 456 2460 458 2480 460 2525 D,M,D, CROSS SECTION (5-5-93) X1 21260 26 1048 1522 380 390 380 X3 0 0 0 1048 470 1522 454 GR 452 1000 458 1042 458,4 1048 458 GR 432,5 1314 450 1382 455,5 1403 450 GR 433 1480 435 1500 440 1510 454 GR 453,6 1552 448,85 1571 448,85 1581 455,6 GR 455,9 2335 456 2430 456 2445 456 GR 460 2600 QT 4 12800 18200 20600 36200 X1 21635 23 1061 1408 340 400 340 X3 0 0 0 1061 470 1458 454,8 GR 452 1000 458 1055 458,6 1061 458 GR 433,7 1340 435 1370 454 1408 454,8 GR 451,5 1573 454,6 1584 454,1 1594 454,1 GR 454,9 1630 455,0 1640 455,8 2100 455,0 GR 456 2422 458,0 2530 460 2570 D,M,D, CROSS SECTION (5-5793) X1 21645 18 1061 1408 10 10 10 X3 0 0 0 1061 470 1528 455,8 GR 452 1000 458 1055 458,6 1061 458 GR 433,7 1340 435 1370 454 1408 455,8 1045 1413 2000. 2480 1045 1413 1483 2405 1054 1425 1522 1635 2495 1067 1458 1596 2290 1067 1520 432,3 451 450,8 460 432,3 451 454,1 455 432,5 433 454 455,6 458 433,7 451,5 454 455 433,7 454 1152 1420 2255 2525 1152 1420 1547 2440 1148 1455 1533 1700 2563 1165 1471 1600 2355 1165 1600 GR 452.0 1800 452.0 1800 451.8 2100 452.0 GR 456 2422 458.0 2530 460 2570 1 05OCT95 20:15:18 2290 454 2355 PAGE NH 5 .05 1300 .06 5094 .035 5460 NH 6780 FEMACROSS SECTION START OF THE PROPOSED RELOCATED CHANNEL X1 22370 28 5094 5460 880 480 880 X3 0 0 0 5094 470 5460 454.5 GR 460 1000 449 1300 449 1750 448 GR 450 2950 450 3670 449 4010 448 GR 450.5 4970 450.5 5094 434.04 5160 434.04 GR 432.5 5320 435 5345 445 5360 446 GR 454.5 5460 454 5870 452.5 6310 452 GR 457 6610 459.5 6630 466 6780 NC .055 .055 .035 .1 .3 NH 5 .055 5468.04 .035 5694.28 NH 7550 D.E.C. CROSS SECTION .O55 1950 4070 5220 5380 6480 6610 448 449.5 434.04 452.7 453.5 .05 255O 4370 5280 5405 6550 ,055 6610 .035 7000 .055 X1 23800 52 6610 7000 720 680 1430 X3 0 0 0 5467 470 7000 454 GR 465 1000 460 1110 457 1190 456 1280 455 1340 GR 455 1480 454 1590 453 1740 452 1860 451 1950 GR 450 2110 449 2820 449 2850 450 3280 450 3300 GR 450 3350 450 3410 451 3440 451 3540 451 3630 GR 451 4140 450.4 4190 451 4240 451 4380 450.6 4900 GR 451 5280 451 5380 451.42 5468.04 434.68 5535 434.68 5625 GR 452 5694.28 454 5820 454 5940 455 5970 455 6310 GR 454 6390 455 6410 455 6510 450 6610 450 6620 GR 440. 6640 433.3 6660 440 6680 450 6700 454 7000 GR 453 7070 454 7239 454 7240 450 7280 455 7350 GR 460 7470 470 7550 NH 5 .055 5260 .035 5510 .055 6340 .035 6940 .055 NH 12560 X1 24400 43 5260 6940 130 230 550 X3 5260 470 6940 470 GR 465 1000 460 1040 457,5 1090 459.5 1140 452 1200 GR 452 1240 457 1270 452 1340 450.5 1540 450 1700 GR 450 1940 449 2200 450 2790 450 3250 451 3340 GR 452 3870 451 4090 451 5000 452 5220 459.5 5240 GR 459.2 5260 452.3 5280 452 5310 433.5 5365 433.5 5445 GR 451.5 5510 453 5600 456.5 5950 453 6340 446 6490 GR 431.5 6640 452 6820 456 6940 457.8 7120 459 7430 SR 459.9 7670 458 9020 457.5 9240 458 9440 458.5 9940 HR 457 11240 457.5 12240 458 12560 1 05OCT95 20:15:18 PAGE NC .055 .055 .035 .1 .3 NH 5. .055 4188.16 .035 4424.38 .055 5060. NH 6690. ********** KH-PARCHE MODEL COORDINATION 24700 - 39440 ************ CROSS SECTION 24700 IS FROM THE KIMLEY-HORN MODEL. X1 24700. 53. 5060. 5200. 610. 80. 350. X3 0 0 0 4187 470 5200 470 HR 465. 1000. 462. 1120. 462. 1140. 460. HR 457. 1410. 455. 1550. 454. 1650. 453. GR 451. 2180. 450, 2260. 451. 2630. 451. GR 452. 3180. 452. 3340. 452. 3530. 453. GR 453. 4110. 453. 4188.16 435.04 4260. 435.04 GR 454. 4450. 455. 4480. 455. 4510. 454. GR 455. 4850. 451. 5000. 451. 5060. 440. GR 440. 5170. 456. 5200. 456.3 5260, 456.6 GK 457. 5630. 458,4 5800. 459. 5900. 459.4 GR 459.9 6140. 459. 6360. 458.5 6410. 458.3 GR 459.2 6580. 460, 6670. 462. 6690. NC .055 .065 .035 .1 .3 FROM KIMLEY-HORN MODEL. CHANNEL DISTANCE REVISED. .035 1230. 1870. 2910. 3800. 4350. 4780. 5140. 5300. 5970. 6480. 5200. 460. 452. 451. 453. 453.63 454. 433.9 456.9 459.7 458.7 .055 1300. 2080. 2980. 4000. 4424.38 4800. 5155. 5400. 6050. 6500. X1 25530 90 2495.2 2742.67 700 560 700 X3 0 0 0 2494 470 2742.67 470 GR 469.5 500 460.5 600 455,6 700 452.9 800 450.4 900 GR 449.9 1000 451.1 1100 450.6 1200 451.3 1300 450.8 1400 GR 451. 1500 451.4 1600 451.6 1700 451.5 1800 452.7 1900 GR 453.1 2000 453,4 2100 454.2 2200 454.3 2300 455 2400 GR 455.33 2495.2 436.63 2570 436,63 2627.2 434.5 2630 434.40 2670 GR 454.8 2742.67 453.5 2780 454.0 GR 455.0 2880 454.7 2905 454.7 GR 470.0 3020 456.5 3020 456.5 GR 456.8 3090 456.8 3100 470.0 GR 456.9 3170 470 3170 470 GR 470 3250 470 3315 457.9 GR 470 3385 457.8 3385 457.8 GR 458.1 3455 458.1 3465 470 GR 457.2 3540 470 3540 470 GR 455.9 3650 456.9 3680 470 GR 457.6 3765 470 3765 470 GR 470 3840 470 3905 458.4 GR 470 3980 458.7 3980 458.7 X1 25770 70 2495.2 2780 240 X3 0 0 0 2494 470 GR 469.5 500 460.5 600 455.6 GR 449.9 1000 451.1 1100 450.6 GR 451 1500 451.4 1600 451.6 GR 453.1 2000 453.4 2100 454.2 SR 455.33 2495.2 436.73 2570 436.73 1 05OCT95 20:15:18 2820 2935 3030 3100 3240 3315 3395 3465 3590 3680 3825 3905 4000 240 2780 700 1200 1700 2200 2650 470.0 455.3 470.0 470.0 457.8 457.9 470 470 457 470 458 458.4 470 240 470 452.9 451.3 451.5 454.3 434.6 2820 2965 3030 3160 3240 3325 3395 3525 3590 3750 3825 3920 4000 800 1300 1800 2300 2660 470.0 470.0 470.0 456.8 457.8 470 470 457.2 455.9 457.6 458 470 470 450.4 450.8 452.7 455 434.60 2880 2965 3090 3160 3250 3325 3455 3525 3620 3750 3840 3920 4600 900 1400 1900 2400 2710 PAGE GR 456.0 2780 456.8 2845 470.0 2845 470.0 2920 456.8 2920 GR 456.8 2940 470.0 2940 470.0 2990 456.8 2990 456.8 3010 GR 470.0 3010 470,0 3060 456.8 3060 457.2 3095 470.0 3095 GR 470.0 3145 457.2 3145 457.6 3165 470.0 3165 470,0 3210 GR 457.6 3210 457.8 3230 470.0 3230 470.0 3280 457.8 3280 GR 457.8 3300 470.0 3300 470.0 3350 457.8 3350 457.7 3370 GR 470.0 3370 470,0 3420 457.7 3420 457.3 3440 470.0 3440 GR 470.0 3490 457.3 3490 457.1 3510 470.0 3510 470.0 3540 GR 457.1 3540 456,0 3555 456.0 3590 459.6 3600 470.0 4360 QT 4 13300 18900 NH 5 .055 2619.58 NH 5200 .055 .055 21300 .035 36200 2818.65 2900 FROM KIMLEY-HORN MODEL. X1 26830 42 2619.58 3100 1030 960 1050 X3 0 0 0 2619.58 470 5200 470.0 GR 464.9 550 461.9 600 459.1 700 455.9 SR 451.7 1000 451.3 1100 451.2 1200 450.9 G~ 452.8 1500 452.8 1600 452.4 1700 453.2 GR 453,3 2000 454.2 2100 454.4 2200 455.3 GR 455.9 2500 457.6 2600 457.35 2619.58 436.74 GR 456.91 2818.65 457.8 2900 451.6 3000 448.7 GR 436.5 3062 452 3100 454 3200 452.0 GR 442 3500 442.0 3650 442.5 3920 456.3 GR 461.9 5100 465.0 5200 .O55 .035 0 800 1300 1800 2300 2702 3005 3230 4000 .035 2609.7 NH 5 .055 2416.98 NH 5100 3100 0 452.9 451.1 453.1 456 436.74 436.3 452 460 2941 .035 2700 FROM KIMLEY-HORN MODEL. .O55 0 900 1400 1900 2400 2738 3027 3290 4250 .055 X1 28080 40 2416.98 2941 850 1000 900 X3 0 0 0 2416.98 470 5100 470 GR 466 1019 463.3 1100 463.2 1200 460 1245 461.5 1300 GR 460.1 1400 459.9 1500 459.2 1600 458 1659 457.1 1700 GR 455.6 1800 453.1 1900 453.5 2000 455.5 2100 456.3 2200 GR 455.4 2300 455.8 2400 455.94 2416.98 437.18 2492 437.18 2528 GR 457.61 2609.7 457.7 2700 456.1 2800 453.3 2838 435.2 2865 GR 435.3 2900 458.4 2941 456.2 2963 458.3 3000 457.4 3100 GR 456 3180 454 3400 452 3500 452 3620 452 3680 GR 452 3720 452 3900 460 4150 460.7 5000 464.9 5100 .060 36200 2521.0 2750 QT 4 13300 18900 NH 5 .060 2319.0 NH 5400 21300 .035 .045 FROM KIMLEY-HORN MODE~. 2580 05OCT95 20:15:18 .055 PAGE X1 28870 36 2319 2810 610 900 610 X3 0 0 0 2319 470 5400 470 GR 470 900 460 1495 456 1695 456 1790 GR 454 2000 454.8 2070 453.2 2100 457 2140 GR 457 2319 437.5 2397 437.5 2420 437.5 2443 GR 457.2 2521.8 454.7 2580 437.6 2600 436.3 2630 GR 459.3 2750 459.3 2810 458.0 3010 456 3090 GR 452.0 3270 452 3300 452 4340 452 4620 GR 456 4850 460 4880 461.4 4950 467.3 5010 GR 473 5400 454 457 457 451.5 454 454 469.4 1930 2190 2521 2670 3200 4680 5210 NC .1 .3 NH 5 ,055 2060.73 .035 2253 .055 2296 .035 2440 .055 NH 5100 FROM KIMLEY-HORN MODEL. X1 29610 36 2060.73 2470 650 X3 0 0 0 2055 470 GR 470 520 468.5 600 466.8 GR 462.2 1000 460.5 1100 457.8 GR 454.7 1500 455.5 1600 456 GR 455.1 2000 455.65 2060.73 437.83 GR 460 2296 437.4 2356 437.6 GR 452 2530 450 2650 449 GR 450 3140 460 3210 464 GR 470 5100 NH 5 .055 3445.18 NH 7100 FROM KIMLEY-HORN MODEL. .035 3642.39 8OO 5100 700 1200 1700 2132 2389 2790 3240 .055 650 470 464.6 456.5 454.7 437.83 458.6 450 465.3 3756 X1 30570 59 3445.18 4020 900 900 900 X3 0 0 0 3445 470 7100 470 GR 470.2 1600 468.2 1700 466.8 1800 465.4 GR 461.8 2100 458.5 2200 458.2 2300 457.5 GR 456.5 2600 456.2 2700 456.3 2800 455.6 GR 456.1 3100 456.1 3200 456.6 3300 457.3 GR 438.23 3522 438.23 3558 459.33 3642.39 459.5 GR 439.8 3778 439.8 3812 456.7 3850 458.2 GR 455.5 3924 459.2 3940 460 3950 460 GR 450 4300 450 4480 460 4600 460.2 GR 460.1 5400 459.8 5500 459.8 5517 459.1 GR 459.1 5800 459.6 5900 459.9 6000 459.9 GK 460.1 6300 460.4 6400 461 6500 462.2 GR 464.1 6800 465.4 6900 467.6 7000 470.1 1 05OCT95 20:15:18 8OO 1300 1800 2168 2440 3030 4900 .035 1900 2400 2900 3400 3700 3870 4020 5200 5600 6100 6600 7100 463.8 455.6 454.8 459.15 458.7 450 467 3850 463.6 457.8 455.8 457.43 455.9 451.4 450 460.1 459.1 459.7 462.9 9O0 1400 1900 2253 2470 3070 5000 .055 2000 2500 3000 3445.18 3756 3884 4150 5300 5700 6200 6700 PAGE NC .055 .055 .035 FROM KIMLEY-HORN MODEL. X1 31230 71 3387.03 3837 620 X3 0 0 0 3387 470 GR 464.9 1000 466 1100 463 GR 462.5 1500 463 1600 462.6 GR 462.2 1800 462.1 1819 462.1 GR 459.6 2100 459 2200 459.4 GR 457.9 3213 457.9 3234 458.4 GR 438.55 3508 457.196 3582.58 456 GR 438.5 3672 459.4 3708 460 GR 459.4 3904 459.7 4000 459.1 GR 456 4260 454.8 4276 455.1 GR 457.1 4600 458.7 4700 459.8 GR 460.2 5100 460.3 5200 461 GR 460.4 5600 460.3 5700 460.0 GR 460.4 6100 460.5 6200 460.6 GR 461.8 6600 462.4 6700 464.4 GR 470.0 7100 700 7100 1200 1700 1834 2272 3300 3614 3800 4100 4300 4800 5300 5800 6300 6800 620 470 463 462.4 461.3 458.4 459.79 438.6 460.8 458 455.4 459.8 460.1 460.0 460.8 465.6 1300 1755 1900 2800 3387.03 3646 3837 4200 4400 4900 5400 5900 6400 6900 463.2 462.3 460.1 457.9 438.55 438.1 460.3 457.5 456.9 460.2 460.3 460.8 461.3 467.6 1400 1770 2000 3154 3472 3661 3869 4236 4500 5000 5500 6000 6500 7000 NC .055 .055 .035 X1 32150 40 3400 3525 900 950 920 X3 0 0 0 3040 470 6180 470 GR 470 1000 461 1600 461 1800 458 2000 459 2100 GR 457 2200 457 2220 459 2320 456.5 2620 455 2640 GR 457 2650 456.5 2680 459 2900 459 3100 460 3200 GA 461.5 3300 460.5 3400 437 3427 437 3440 437 3470 GR 437 3475 437 3489 447 3505 460 3525 461.5 3650 GR 458 3920 459 3980 458 4240 456 4280 456 4350 GR 452 4350 453,5 4380 457.5 4400 458 4520 461 4720 GR 461 5110 462 5200 462 5460 464 5800 470 6180 NC 0.055 0.055 0.015 NH 5. .055 3390.5 NH 5734. X1 32200. 62. 3390.5 X3 0 0 BT -9. 3380. 465. BT 3740. 464. BT 4190. 466. GR 472. 900. 467. GR 456.5 2201. 456.5 GR 460.5 2610. 456.5 GR 465. 3380. 460. GR 463.0 3432.01 463.0 GR 445. 3495. 463. GR 461.5 3539.5 460. GR 463.6 3880. 464. GR 463.5 4340. 452.8 GR 449.9 4380. 451.5 GR 455.2 4397. 463.5 .055 50. 5734 465. 463,6 466.9 1700. 2222. 2635. 3390.5 3435. 3497.99 3552. 4190. 4365. 4396. 4411. 0.3 .015 4366. 50. 470 463. 465.4 460.5 459.5 461,0 450. 435.0 446.5 466. 466.9 465.4 465.4 466.9 3539.5 3050 463. 1310. 2221. 2611. 3381. 3434.99 3495.01 3550. 3960, 4365. 4389. 4411. 3600. 3960. 2000. 2430. 3000. 3425. 3455. 3498. 3600. 4340. 4366. 4396. 0.5 3539.5 466. 464. 466,8 461.5 459.5 462. 446.5 435. 450.0 464. 465.4 450.7 465.4 466.8 50, 470 3552. 3880. 4340. 462. 461.5 460.5 461.5 445. 463. 465. 466. 465.4 455.2 465.4 465.4 2200. 2520. 3280. 3432. 3475. 3505. 3740. 4340. 4366. 4397. 4434. 1 05OCT95 20:15:18 PAGE 9 GR 465.7 4534. 465.1 4634. GR 464.4 5014. 466. 5734. X1 32230. 0. 0. X2 0. 0. 0. X3 0 0 0 QT 4 9400 13200 NC 0.055 0.055 0.045 X1 32250. 41. 3400. X3 0 0 0 GR 470. 1000. 461. GR 457. 2200. 457. GR 457. 2650. 456.5 GR 461.5 3300. 461.5 GR 437. 3470. 437. GR 461.5 3650. 458. GR 456. 4350. 452. GR 461. 4720. 461. GR 470. 6180. 3O5O 14900 0.1 3525. 3040 1600. 2220. 2680. 3300. 3475. 3920. 4350. 5100. 464. 50. 470 36200 0.3 1. 470 461. 459. 459. 460.5 437. 459. 453.5 462. 4734. 50. 6180 1. 6180 1800. 2320. 2900. 3400. 3489. 3980. 4380. 5200. 463.2 50. 1. 470 470 458. 456.5 459. 437. 447. 458. 457.5 462. 4834. 2000. 2620. 3100. 3427. 3505. 4240. 4400. 5460. 463.5 459. 455. 460. 437. 460. 456. 458. 464. 4934. 2100. 2640. 3200. 3440. 3525. 4280. 4520. 5800. NH 6. 0.050 1323. 0.055 1740. 0.060 2110. .045 2325. 0.055 NH 3570. 0.050 4000. X1 32305. 53. 2110. 2325. 55. 55. 55. GR 470. 50. 470. 50. 470. 50. 470. 50. 470. 50. GR 467. 50. 466. 135. 465. 220. 465. 1323. 461. 1335. GR 461. 1740. 461. 1740. 461. 1740. 462. 1825. 463. 1890. GR 464. 1975. 465. 2045. 465. 2110. 464. 2125. 463. 2140. GR 460. 2160. 455. 2175. 450. 2204. 445. 2218, 440. 2225. GR 437.7 2232. 438. 2239. 440. 2245. 445. 2253, 450. 2263. GR 455. 2281. 460. 2325. 461. 3050. 460. 3140. 459. 3180. GR 458. 3200. 457. 3218. 455. 3265. 452. 3283. 451. 3289. GR 451. 3292. 452. 3308. 455. 3329. 459. 3350. 460. 3360. GR 461. 3369. 462. 3400. 461. 3570. 462. 3910. 463. 3930. GR 464. 3940. 465. 3970. 470. 4000. NH 6. 0.050 1273. 0.055 1568. 0.060 1940. 0.045 2150. 0.055 NH 3840. 0.050 3960. X1 32725. 53. 1940. 2150. 380. 520. 420. GR 470. 0.0 470. 0.0 470. 0.0 470. 0.0 470. 0.0 GR 465. 0.0 464. 90. 465. 180. 465. 1273. 461, 1285. GR 461. 1568. 453. 1592. 453. 1842. 464. 1895. 464. 1895. GR 463. 1940. 460. 1960. 455. 1981. 450. 2002. 445. 2018, GR 440. 2025. 439. 2030. 438.2 2040. 439. 2050. 440. 2053. GR 445. 2070. 450. 2080. 455. 2090. 460. 2124. 461. 2150. GR 461. 2165. 461. 2500. 463. 2700. 463. 2805. 460. 2885. GR 459. 3350. 455. 3605. 452. 3615. 455. 3628. 459. 3632. GR 459. 3677. 458. 3681. 457. 3689. 457. 3694. 458. 3702. GR 459. 3710. 460. 3825. 461. 3840. 462. 3850. 463. 3865. GR 464. 3875. 465. 3890. 470. 3960. 1 05OCT95 20:15:18 SECNO DEPTH CWSEL CRI'WS WSELK EG HV flL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME V'LOB VCH VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID 3900.000 *PROF 1 0 CCHV~ .100 CEHV= .300 *SECNO 18440.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 3750.0 7650.0 TYPE= ELENCL= 470.00 ELENCR= 470.00 FEMA CROSS SECTION START OF LEVEE DISTRICT TARGET~ L-BANKELEV R-BANKELEV SSTA ENDST 18440.000 18.30 449.70 .00 449.70 449.95 .25 .00 .00 449.00 12800.0 8017.9 3995.2 786.9 2624.7 699.3 424.0 .0 .0 451.00 · 00 3.05 5.71 1.86 .035 .045 .055 .000 431.40 3750.00 · 002611 10000. 5880. 4500. 0 0 0 .00 1975.68 6519.25 CCHV= .100 CEHV- .300 *SECNO 19230.000 3265 DIVIDED FLOW PAGE 10 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 5.98 3470 ENCROACHMENT STATIONS= 4000.0 6880.0 TYPE= 1 TARGET= 2880.000 ELENCL= 470.00 ELENCR= 470.00 SPIARS & DeOTTE ADDED SECTION (8-10-95) 19230.000 18.35 450.05 .00 .00 450.09 .04 .12 .02 12800.0 4072.9 8727.0 .1 4941.7 4450.0 2.1 83.0 24.8 .10 .82 1.96 .03 ,035 .035 .055 .000 431,70 .000073 550. 550. 550. 2 0 0 .00 1946.48 CCHV= .100 CEHV= .300 1 05OCT95 20:15:18 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID *SECNO 19330.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 4000.0 6820.0 TYPE= 1 TARGET= 2820.000 ELENCL= 470.00 ELENCR= 470.00 EXISTING AUTHORIZED ENCROACHMENT IN R.O.B. AT BIRDSONG TRACT STA. 6820 19330.000 18.36 450.06 .00 .00 450.10 .04 .01 .00 12800.0 3742.1 9036,7 21.2 4968.0 5109.4 169,9 106.0 31.0 .11 .75 1,77 .12 .035 .035 .055 .000 431.70 .000061 100. 100. 350. 2 0 0 .00 2346.07 1490 NH CARD USED *SECNO 19930.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 5208.0 7350.0 TYPE= 1 TARGET- 2142.000 ELENCL= 470,00 ELENCR= 470.00 448.00 452.00 4000.00 6830.45 L-BANK ELEV R-BANK ELEV SSTA ENDST 448.00 453.00 4000.00 6820.00 FEMACROSS SECTION START OF PROPOSED CHANNEL IMPROVEMENTS CORRECTED GR'S TO MATCH CITY TOPO IN R.O.B. 19930.000 18.08 450.08 .00 ,00 450.16 .08 .05 ,01 448.50 12800.0 344.6 12454.9 .5 782.2 5436.1 11.2 219.1 53.8 453.00 .19 .44 2.29 .05 .045 .032 .055 .000 432.00 5208.00 .000097 600. 600. 420. 2 0 0 ,00 1125,86 6901.92 CCHV= .100 CEHV= .300 *SECNO 20980.000 3470 ENC~DACHMENT STATIONS= 1040.0 1580.0 TYPE= 1 TARGET= 540.000 ELENCL= 470.00 ELENCR= 453.70 D.M.D. CROSS SECTION (5-5-93) 17.84 450.14 .00 .00 450.25 .11 .09 .01 458.10 .0 12800.0 .0 .0 4786.0 .1 323.2 66.8 450.00 .00 2.67 .00 .000 .035 .055 .000 432.30 1077.74 870. 820. 250. 1 0 0 .00 336.20 1413.95 20980.000 12800.0 .27 .000117 20:15:18 1 050CT95 DEPTH CWSEL CR_I'WS WSELK EG HV HL OLOSS L-BANK ELEV QLOB QCH QROB ALOB ACH AROB VOL T~A R-BANK ELEV VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 417.000 .00 .00 458.10 324.3 66.9 450.00 .000 432.30 1077.71 .00 336.29 1414.00 SECNO Q TIME SLOPE *SECNO 20990.000 3470 ENCROACHMENT STATIONS- 1040.0 1457.0 TYPE- 1 TARGET= ELENCL- 470,00 ELENCR= 452.10 20990.000 17,84 450.14 .00 .00 450.25 .11 12800.0 .0 12800.0 .0 .0 4788,7 .1 .28 .00 2.67 .00 .000 .035 .055 .000116 10. 10. 10. 0 0 0 PAGE PAGE 11 12 *SECNO 21260.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 1048.0 ELENCL= 470.00 ELENCR= 454.00 D.M.D. CROSS SECTION (5-5-93) 1522.0 TYPE= 21260.000 17.71 450.21 .00 .00 450.30 12800.0 .0 12800.0 .0 .0 5314.3 .32 .00 2.41 .00 .000 .035 .000106 380. 380. 390. 2 0 *SECNO 21635.000 3470 ENCROACP~NT STATIONS= 1061.0 ELENCL= 470.00 ELF. NCR= 454.80 21635.000 16.51 450.21 .00 12800.0 .0 12800.0 .0 .35 .00 3.09 .00 .000165 340. 340. 400. *SECNO 21645.000 3470 ENCROACHMENT STATIONS= 1061.0 ELENCL= 470.00 ELENCR= 455.80 1 05OCT95 D.M.D. CROSS SECTION (5-5-93) 20:15:18 1458.0 TYPE= .00 450.36 .0 4146.7 .000 .035 2 0 1528.0 TYPE= 1 TARGET= .09 .0 .000 0 1 TARGET= .15 .0 .000 0 1 TARGET= SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 21645.000 16.51 450.21 .00 .00 450.36 12800.0 .0 12800.0 .0 .0 4147.1 .35 ,00 3.09 ,00 .000 .035 .000165 10. 10. 10. 0 0 5460.0 TYPE= 1490 NH CARD USED *SECNO 22370.000 3470 ENCROACHMENT STATIONS= 5094.0 ELENCL= 470.00 ELENCR= 454,50 FEMACROSS SECTION START OF THE PROPOSED RELOCATED CHANNEL 22370.000 17.86 450.36 .00 .00 450.53 12800.0 .0 12800.0 .0 .0 3879.5 .42 .00 3.30 .00 .000 .035 .000206 880. 880. 480. 2 0 CCHV= .100 CEHV= 1490 NH CARD USED *SECNO 23800.000 .30O 3265 DIVIDED FLOW 7000.0 TYPE= .15 .0 .000 0 3470 ENCROACHMENT STATIONS= 5467.0 ELENCL= 470.00 ELENCR= 454.00 D.E.C. CROSS SECTION 23800.000 17.30 450.60 12800.0 10710.7 2089.3 .50 4.37 2.61 .000375 720. 1430. 1490 NH CARD USED *SECNO 24400.000 1 05OCT95 20:15:18 1 TARGET= .17 .0 .000 0 1 TARGET= .00 .00 450.87 .27 .0 2450.3 801.6 .0 .00 .035 .035 .000 680. 2 0 0 SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 474.000 .04 .00 458.40 368.3 70.1 454.00 .000 432.50 1082.72 .00 394.66 1518.75 397.000 .04 .02 458.60 405.3 72.8 454.00 .000 433.70 1098.41 .00 302.02 1400.42 467.000 HL OLOSS L-BANK ELEV VOL T~ R-BANKELEV WTN ELMIN SSTA COKAR TOP~FiD ENDST .00 .00 458.60 406.2 72.9 454.00 .000 433.70 1098.40 .00 302.03 1400.43 366.000 .16 ,01 450.50 487.3 79.0 454.50 .000 432.50 5094.56 .00 301.71 5396.27 1533.000 .31 .03 450.00 584.4 88.0 454.00 .000 433.30 5471.32 .00 364.41 6745.04 HL OLOSS L-BANK ELEV VOL TWA R-BANK ELEV WTN ELMIN SSTA CORAR TOPWID ENDST PAGE PAGE 13 14 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KP, ATIO = 1.82 3470 ENCROACHMENT STATIONS= 5260.0 6940.0 TYPE= 1 TARGET- ELE,NCL= 470.00 ELENCR= 470.00 24400.000 19.39 450.89 .00 .00 450.96 .07 12800.0 .0 12800.0 .0 .0 6113.6 .0 .55 .00 2.09 .00 .000 .035 .000 · 000114 130. 550. 230. 2 0 0 16B0.000 .07 .02 459.20 631.7 93.1 470.00 · 000 431.50 5313.30 .00 619.48 6810.24 CCHV= .100 CEHV= 1490 NH CARD USED *SECNO 24700.000 3265 DIVIDED FLOg; · 3OO 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .58 3470 ENCROACHMENT STATIONS= 4187.0 5200.0 TYPE= 1 TARGETs 1013.000 ELENCL= 470.00 ELENCR= 470.00 ********** K~-PARCHE MODEL COORDINATION 24700 - 39440 ************ CROSS SECTION 24700 IS FROM THE KIMLEY-HORN MODEL. 24700.000 16.95 450.85 .00 .00 451.09 .24 .08 .05 451.00 12800.0 10047.5 2752.5 .0 2423.4 955.8 .0 677.1 97.7 470·00 · 58 4.15 2.88 .00 .035 .035 .000 .000 433.90 4196.75 .000339 610. 350. 80. 2 0 0 .00 345.79 5190.35 CCHV= .100 CEHV= ·300 *SECNO 25530.000 3470 ENCROACHMENT STATIONS- 2494.0 2742.7 TYPE= 1 TARGET= ELENCL= 470.00 ELENCR= 470.00 1 05OCT95 20:15: 18 248.670 FROM KIMLEY-HORN MODEL. C~5~NNEL DISTANCE REVISED. 25530.000 16.63 451.03 .00 .00 451.46 .43 .31 .06 455.33 12800.0 .0 12800.0 .0 .0 2438.3 .0 723.8 102.2 470.00 .62 .00 5.25 .00 .000 .035 .000 .000 434.40 2512.39 .000625 700. 700. 560. 2 0 0 .00 216.87 2729.25 *SECNO 25770.000 3470 ENCROACHMENT STATIONS= 2494.0 2780.0 TYPE= 1 TARGET= ELENCL= 470.00 ELENCR= 470.00 25770.000 16.71 451.31 .00 .00 451.59 .27 12800.0 .0 12800.0 .0 .0 3043.7 .0 .64 .00 4.21 .00 .000 .035 .000 .000365 240. 240. 240. 2 0 0 286.000 .11 .02 455.33 738.9 103.5 470.00 .000 434.60 2511.35 .00 253.33 2764.67 1490 NH CARD USED *SECNO 26830.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.58 3470 ENCROACHMENT STATIONS= 2619.6 5200·0 TYPE= 1 TARGET= ELENCL= 470.00 ELENCR= 470.00 FROM ~C/MLEY-HORN MODEL. 26830.000 15.49 451.79 .00 .00 451.85 .05 13300.0 .0 5846.7 7453.3 .0 2485.8 5301.4 .79 .00 2.35 1.41 .000 .035 .055 .000159 1030. 1050. 960. 2 0 0 2580.420 .23 .02 457.35 864.0 117.1 452.00 .000 436.30 2641.81 · 00 938.40 3973.86 1490 NH CARD USED *SECNO 28080.000 3265 DIVIDED FLOW PAGE 15 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 3470 ENCROACHMENT STATIONS= 2417.0 ELENCL= 470.00 ELENCR= 470.00 i 05OCT95 20:15:18 5100.0 TYPE= KRATIO = TARGET= .43 2683.020 PAGE 16 FROM KIMLEY-NORN MODEL, 28080.000 16.58 451.78 .00 .00 13300.0 .0 13300.0 .0 .0 .84 .00 5.53 .00 .000 .000846 850. 900. 1000. 2 1490 NH CARD USED *SECNO 28870,000 3265 DIVIDED ~'LQW 3470 ENCRDACHMENT STATIONS= 2319,0 5400,0 TYPE= ELENCL= 470,00 ELENCR= 470,00 FROM KIMLEY-HORN MODEL. 452,26 2403,4 ,035 0 28870,000 16,09 452,39 ,00 ,00 452,81 13300,0 ,0 13064,8 235,2 ,0 2507,2 ,87 ,00 5,21 ,44 ,000 ,038 ,000930 610, 610, 900, 2 0 ,300 CCHV= .100 CEHV= 1490 NH CARD USED *SECNO 29610.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 2055.0 5100.0 TYPE= ELENCL= 470.00 ELF, NCR= 470.00 FROM KIMLEY-HORN MODEL, 29610,000 15,64 453,04 ,00 ,00 453,26 13300,0 ,0 10758,4 2541,6 ,0 2599,0 ,92 ,00 4,14 1,29 ,000 ,035 .000485 650. 650. 800. 2 0 1490 NH CARD USED *SECNO 30570,000 3265 DIVIDED FLOW 1 05OCT95 20:15:18 ,48 ,0 ,000 0 TARGET= 1 TARGET= ,29 ,13 455,94 975,3 130,1 458,40 ,000 435,20 2433,60 ,00 241,79 2929,26 SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 3081,000 ,41 ,54 ,01 457,00 534,6 1015,2 147,8 459,30 ,055 ,000 436,30 2337,43 0 ,00 1637,09 4631,77 3045,000 ,22 ,44 ,02 455,65 1963,2 1076,3 170,3 458,70 ,055 ,000 437,40 2071,16 0 ,00 910,16 3161,30 HL OLOSS L-BANK ELEV VOL TWA R-BANK ELEV SFfN ELMIN SSTA CORAR TOPWID . ENDST PAGE 17 3470 ENCROACHMENT STATIONS= 3445.0 7100.0 TYPE= ELENCL= 470.00 ELENCR= 470.00 FROM KIMLEY-HORN MODEL, 1 TARGET= 3655,000 30570,000 15,27 453,50 ,00 ,00 453,81 ,32 ,52 ,03 457,43 13300,0 ,0 11229,6 2070,4 ,0 2313,2 1307,5 1160,8 186,8 460,00 ,98 ,00 4,85 1,58 ,000 ,033 ,055 ,000 438,23 3460,91 ,000707 900, 900, 900, 2 0 0 ,00 683,93 4521,98 *SECNO 31230,000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 3387,0 7100,0 TYPE- ELENCL= 470,00 ELENCR= 470,00 1 TARGET= FROM KIMLEY-HORN MODEL, 3713,000 31230,000 15,77 453,87 ,00 ,00 454,38 ,51 ,51 ,06 459,79 13300.0 .0 13300.0 .0 1.01 .00 5.75 .00 .000948 620. 620. 700. *SECNO 32150.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONSz 3040.0 ELENCL= 470.00 ELENCR= 470.00 32150.000 17.47 454.47 .00 13300.0 .0 13224.7 75.3 1.04 .00 8.81 1.39 .001502 900. 920. 950. 1 05OCT95 20: 15: 18 .0 2313.9 .000 .035 1 0 6180.0 TYPEz .00 455.67 .0 1501.3 .000 .035 2 0 SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CCHV= .300 CEHV= 1490 NH CARD USED *SECNO 32200.000 3265 DIVIDED FLOW .50O 3301 HV CHANGED MORE THAN HVINS 3370 NORMAL BRIDGE, NRD=- 9 MIN ELTRD= 3470 ENCROACHMENT STATIONS- 3050.0 ELENCL= 470.00 ELENCR= 470.00 32200.000 19.04 454.04 .00 13300.0 .0 12877.2 422.8 1.04 .00 12.00 4.67 .000962 50. 50. 50. *SECNO 32230.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 9 MIN ELTRD~ 3470 ENCROACHMENT STATIONS= 3050.0 ELF, NCL= 470.00 ELENCR= 470.00 32230.000 19.16 454.16 .00 13300.0 .0 12860.8 439.2 1.04 .00 11.86 4.67 .000938 50. 50. 50. CCHV= .100 CEHV= .300 *SEC'NO 32250.000 3265 DIVIDED FLOW 1 05OCT95 20:15:18 463.60 MAX ELLC= ******** .0 1204.2 193.7 460.80 .000 .000 438.10 3410.69 0 .00 239.20 3698.49 5734.0 TYPE= 1 TARGET= .00 456.22 · 0 1073.3 .000 .015 2 0 463.60 MAX ELLC= ******** 6180.0 TYPE= 1 TARGET= .00 456.28 .0 1084.2 .000 .015 2 0 SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 1 TARGET- 3140.000 1.20 1.08 .21 460.50 54.1 1245.1 197.8 460.00 .055 .000 437.00 3406.92 0 .00 144.44 4384.87 HL OLOSS L-BANK ELEV VOL T~A R-BANKELEV WTN ELMIN SSTA CORAR TOPWID ENDST 2684.000 2.17 .06 .49 461.50 90.6 1246.7 198.0 461.50 .020 .000 435.00 3412.86 0 .00 129.05 4393.82 3130.000 2.12 .05 .02 461.50 94.0 1248.0 198.1 461.50 .020 .000 435.00 3412.53 0 .00 130.17 4394.03 HL OLOSS L-BANK ELEV VOL T~A R-BANK ELEV WTN ELMIN SSTA CORAR TOPWID ENDST PAGE PAGE 18 19 3301 HVCHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 3040.0 ELENCL= 470.00 ELENCR= 470.00 32250.000 18.98 455.98 .00 9400.0 .0 9228.2 171.8 1.04 .00 5.53 1.53 6180.0 TYPE= 1 TARGET= .00 456.45 .47 .0 1669.7 112.4 .000 .045 .055 3140.000 .00 .17 460.50 1248.0 198.1 460.00 .000 437.00 3405.19 .000896 1. 1. 1. 3 0 0 .00 156.04 4392.41 1490 NH CARD USED *SECNO 32305.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 R1AP4gING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .37 32305.000 17.69 455.39 .00 .00 456.85 1.47 .11 .30 465.00 9400.0 .0 8614.9 785.1 .0 856.0 174.4 1249.8 198.3 460.00 1.04 .00 10.06 4.50 .000 .045 .055 .000 437.70 2173.84 .006579 55. 55. 55. 3 0 0 .00 185.70 3331.03 1490 NH CARD USED *SECNO 32725.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO ~ 2.53 32725.000 19.41 457.61 .00 .00 457.86 .25 .89 .12 463.00 9400.0 2650.7 6312.1 437.1 1236.7 1347.0 321.9 1268.8 202.5 461.00 1.08 2.14 4.69 1.36 .060 .045 .055 .000 438.20 1578.16 .001027 380. 420. 520. 2 0 0 .00 630.91 3698.91 1 05OCT95 20:15:18 Ti T2 T3 DENTON CREEK - PROPOSED CONDITION (EXIS. RUNOFF) SPIARS & DeOTTE, INC. DENTON CREEK - 50 YR DISCHARGE PROFILE DENTON CREEK - TEXAS FILE "DENCRK3.DAT" CORRECTED EFFECTIVE MODEL J1 ICHECK INQ NINV IDIR STRT METRIC NVINS Q WSEL 0 3 0 0 0 0 0 0 450.50 J2 NPROF IPLOT PRFVS XSECV XSECH ~N ALLDC IBW CHNIM 2 0 -1 05OCT95 20:15:18 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS Q QLOB QCN QROB ALOB ACH AROB VOL TWA TIME VLOB VCN VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH ×LOBR ITRIAL IDC ICONT CORAR TOPWID *PROF 2 0 CCHV= .100 CEHV= .300 *SECNO 18440.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 3750.0 7650.0 TYPE= 1 TARGET= 3900.000 ELENCL= 470.00 ELENCR= 470.00 FEMA CROSS SECTION START OF LEVEE DISTRICT ITRACE 18440.000 19.10 450.50 .00 450.50 450.70 .20 .00 .00 449.00 18200.0 12828.1 3859.6 1512.4 3925.0 778.8 936.5 .0 .0 451.00 .00 3.27 4.96 1.61 .035 .045 .055 .000 431.40 3750.00 · 001805 10000. 5880. 4500. 0 0 0 .00 2649.88 6520.50 CCHV= .100 CEHV= .300 *SECNO 19230.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 4.17 L-BANKELEV R-BANK ELEV SSTA ENDST PAGE PAGE 2O 21 3470 ENCROACHMENT STATIONS= 4000.0 6880.0 TYPE= 1 TARGET= 2880.000 ELENCL= 470.00 ELENCR= 470.00 SPIARS & DeOTTE ADDED SECTION (8-10-95) 19230.000 19.10 450.80 .00 .00 450.86 .06 .15 .01 448.00 18200.0 6804.7 11373.0 22.3 6112.4 4708.2 130.9 104.7 30.5 452.00 .08 1.11 2.42 .17 .035 .035 .055 .000 431.70 4000.00 .000104 550. 550. 550. 2 0 0 .00 2183.17 6837.99 CCHV= .100 CEHV= .300 1 05OCT95 20:15:18 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AP, OB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITP-_IAL IDC ICONT CORAR TOPWID ENDST *SECNO 19330.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 4000.0 6820.0 TYPE= 1 TARGET= 2820.000 ELENCL= 470.00 ELENCR= 470.00 EXISTING AUTHORIZED ENCROACHMENT IN R.O.B. AT BIRDSONG TRACT STA. 6820 19330.000 19.12 450.82 .00 .00 450.87 .05 .01 .00 18200.0 6251.1 11812.2 136.6 6146.0 5415.6 502.3 133.0 38.0 .10 1.02 2.18 .27 .035 .035 .055 .000 431.70 .000086 100. 100. 350. 2 0 0 .00 2440.09 1490 NH CARD USED *SECNO 19930.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 5208.0 7350.0 TYPE- 1 TARGET= 2142.000 ELENCL= 470.00 ELENCR~ 470.00 448.00 453.00 4000.00 6820.00 FEMA CROSS SECTION START OF PROPOSED CHANNEL IMPROVEMENTS CORRECTED GR'S TO MATCH CITY TOPO IN R.O.B. 19930.000 18.83 450.83 .00 .00 450.97 .13 .07 .02 448.50 18200.0 837.9 17317.7 44.4 1157.4 5798.9 167.0 263.7 61.8 453.00 .15 .72 2.99 .27 .045 .032 .055 .000 432.00 5208.00 .000156 600. 600. 420. 2 0 0 .00 1237.43 6920.83 CCHV- .100 CEHV= .300 *SECNO 20980.000 3470 ENCROACHMENT STATIONS= 1040.0 1580.0 TYPE= 1 TARGET- 540.000 ELENCL= 470.00 ELENCR= 453.70 D.M.D. CROSS SECTION (5-5-93) 20980.000 18.63 450.93 .00 ,00 451.13 .20 .14 .02 458.10 18200.0 .0 18199.3 .7 .0 5050.6 3.0 377.9 75.3 450.00 .22 .00 3.60 .23 .000 .035 .055 .000 432.30 1074.48 .000200 870. 820. 250. 1 0 0 .00 344.97 1419.44 1 05OCT95 20:15:18 SECNO DEPTH CWSEL C~tIWS WSELK EG HV FrL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TW~ R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COP, AR TOPWID ENDST *SECNO 20990.000 3470 ENCROACHMENT STATIONS= 1040.0 1457.0 TYPE- 1 TARGET= 417.000 ELENCL= 470.00 ELENCR= 452.10 20990.000 18.63 450.93 .00 .00 451.13 .20 .00 .00 458.10 18200.0 .0 18199.3 .7 .0 5054.1 3.0 379.1 75.3 450.00 .,22 .00 3.60 .23 .000 .035 .055 .000 432.30 1074.43 .000199 10. 10. 10. 0 0 0 .00 345.08 1419.52 *SECNO 21260.000 PAGE PAGE 22 23 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 1048.0 ELENCL= 470.00 ELENCR= 454.00 D.M.D. CROSS SECTION (5-5-93) 1522.0 TYPE= 21260.000 18.55 451.05 .00 .00 451.21 18200.0 .0 18200,0 .0 .0 5649.9 .25 .00 3.22 .00 .000 .035 .000180 380. 380. 390. 2 0 *SECNO 21635.000 3470 ENCROACHMENT STATIONS= 1061.0 ELENCL= 470.00 ELENCR= 454.80 21635.000 17.35 451.05 .00 18200.0 .0 18200.0 .0 .27 .00 4.13 .00 .000279 340. 340, 400. *SECNO 21645.000 3470 ENCROACHMENT STATIONS= 1061.0 ELENCL= 470.00 ELENCR= 455.80 D.M.D. CROSS SECTION (5-5-93) 20:15:18 1 05OCT95 1 TARGET= .16 .0 .000 0 1458.0 TYPE= 1 TARGET= .00 451,32 .27 .0 4401.9 .0 .000 .035 .000 2 0 0 1528.0 TYPE= 1 TARGET= SECNO DEPTH CWSEL CRi'WS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 21645.000 17.35 451.05 .00 .00 451.32 .27 18200.0 .0 18200.0 .0 .0 4402.6 .0 .27 ,00 4.13 .00 .000 .035 .000 .000279 10. 10. 10. 0 0 0 5460.0 TYPE= CHANNEL 1490 NH CARD USED *SECNO 22370.000 3470 ENCROACHMENT STATIONS- 5094.0 E~ENCL= 470.00 ELENCR= 454.50 FEMA CROSS SECTION START OF THE PROPOSED RELOCATED 22370.000 18.80 451.30 .00 .00 451.60 18200.0 .0 18200.0 .0 .0 4165.0 · 33 .00 4.37 .00 .000 .035 .000335 880. 880. 480. 2 0 CCHV= .100 CEHV= 1490 NH CARD USED *SECNO 23800.000 3265 DIVIDED FLOW 7000.0 TYPE= .300 3470 ENCROACHMENT STATIONS= 5467.0 ELENCL- 470.00 ELENCR= 454.00 D.E.C. CROSS SECTION I TARGET= .30 .0 .000 0 I TARGET= 23800.000 18.39 451.69 .00 .00 452.13 ,44 18200.0 15421.4 2770.6 .0 2717.4 993.5 .0 .39 5.68 2.80 ,00 .035 .035 .000 .000595 720. 1430. 680. 2 0 0 1490 NH CARD USED *SECNO 24400.000 1 05OCT95 20:15:18 SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME · VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 474.000 .07 .00 458.40 425.8 78.6 454.00 .000 432.50 1079.63 .00 405.03 1519.47 397.000 .08 .03 458.60 465.0 81.4 454.00 .000 433.70 1095.03 .00 307.07 1402.10 467.000 HL OLOSS L-BANK ELEV VOL TWA R-BANK ELEV WTN ELMIN SSTA CORAl{ TOPWID ENDST .00 .00 458.60 466.0 81.5 454.00 .000 433.70 1095.02 .00 307.09 1402.10 366.000 .27 .01 450.50 552.5 87.6 454.50 · 000 432.50 5094.00 .00 305.78 5399.78 1533.000 .49 .04 450.00 659.7 98.4 454.00 .000 433.30 5467.00 .00 476.75 6826.87 HL OLOSS L-BANK ELEV VOL T~A R-BANK ELEV WTN ELMIN SSTA CORAR TOPWID ENDST PAGE PAGE 24 25 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.85 3470 ENCROACHMENT STATIONS= 5260.0 6940.0 TYPE~ 1 TARGET= ELENCL= 470.00 ELENCR= 470.00 24400.000 20.67 452.17 .00 .00 452.28 .11 18200.0 .0 18200.0 .0 .0 6949.4 .0 .43 .00 2.62 .00 .000 .034 .000 .000173 130. 550. 230. 2 0 0 1680.000 .11 .03 459.20 713.9 104.7 470.00 .000 431.50 5293.36 .00 723.74 6824.99 CCHV= .100 CEHV= 1490 NH CARD USED *SECNO 24700.000 3265 DIVIDED FLOW .300 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, k'RATIO = .60 3470 ENCROACHMENT STATIONS= 4187.0 5200.0 TYPE= 1 TARGET= 1013.000 ELENCL= 470.00 ELENCR= 470.00 ********** KH-PARCHE MODEL COORDINATION 24700 - 39440 ************ CROSS SECTION 24700 IS FROM THE KIMLEY-HORN MODEL. 24700.000 18.22 452.12 .00 .00 452.47 .35 .12 .07 451.00 18200.0 13991.9 4208.1 .0 2795.5 1122.6 .0 765.9 110.4 470.00 .46 5.01 3.75 .00 .035 .035 .000 .000 433.90 4191.67 .000481 610. 350. 80. 2 0 0 .00 461.45 5192.73 CCh'V= .100 CEHV= .300 *SECNO 25530.000 3470 ENCROACHMENT STATIONS= 2494.0 2742.7 TYPE= 1 TARGET= ELENCL= 470.00 ELF,NCR= 470.00 1 05OCT95 20:15:18 248.670 FROM KIMLEY-HOP4q MODEL. CHANNEL DISTANCE REVISED. 25530.000 17.94 452.34 .00 .00 453.03 .69 18200.0 .0 18200.0 .0 .0 2726.9 .0 .48 .00 6.67 .00 .000 .035 .000 .000924 700. 700. 560. 0 0 0 .45 .1O 455.33 819.3 116.0 470.00 .000 434.40 2507.18 .00 226.71 2733.89 *SECNO 25770.000 3470 ENCROACHMENT STATIONS= 2494.0 2780.0 TYPE- 1 TARGET= ELENCL= 470.00 ELENCR= 470.00 25770.000 18.18 452.78 .00 .00 453.22 .44 18200.0 .0 18200.0 .0 .0 3422.2 .0 · 50 .00 5.32 .00 .000 .035 .000 .000528 240. 240. 240. 2 0 0 286.000 .16 .03 455.33 836.2 117.3 470.00 .000 434.60 2505.46 .00 264.00 2769.46 1490 NH CARD USED *SECNO 26830.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.73 3470 ENCROACHMENT STATIONS= 2619.6 5200.0 TYPE= 1 TARGET= ELENCL= 470.00 ELENCR= 470.00 FROM KIMLEY-HOEN MODEL. 26830.000 17.18 453.48 .00 .00 453.55 .07 18900.0 .0 7762.9 11137.1 .0 2959.9 6628.3 .63 .00 2.62 1.68 .000 .035 .055 .000189 1030. 1050. 960. 2 0 0 2580.420 .30 .04 457.35 986.2 133.5 452.00 .000 436.30 2635.04 .00 1150.50 3983.68 1490 NH CARD USED *SECNO 28080.000 3265 DIVIDED FLOW PAGE 26 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 1 05OCT95 20: 15:18 KRATIO ~ SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT .43 HL OLOSS L-BANK F, LEV VOL TWA R-BANK ELEV WTN ELMIN SSTA CORAR TOPWID ENDST PAGE 27 3470 ENCROACHMENT STATIONS= 2417.0 5100.0 TYPE= ELENCL= 470.00 ELF, NCR= 470.00 FROM KIMLEY-HORN MODEL. 28080.000 18.24 453.44 .00 .00 454.07 18900.0 .0 18197.6 702.4 .0 2820.8 .68 .00 6.45 1.06 .000 .035 .001038 850. 900. 1000. 2 0 1490 NH CARD USED *SECNO 28870.000 3265 DIVIDED FLC~4 3470 ENCRDACHMENT STATIONS= 2319.0 5400.0 TYPE= ELENCL= 470.00 ELENCR= 470.00 FROM KIMLEY-HORN MODEL. 28870.000 18.07 18900.0 .0 .72 .00 .000707 610. 1 TARGET= CCNV= .100 CEHV= 1490 NH CARD USED *SECNO 29610.000 1 TARGET= 3265 DIVIDED FLOW 454.37 .00 .00 454.65 .28 14624.6 4275.4 .0 3065.4 3401.8 4.77 1.26 .000 .038 .055 610. 900. 2 0 0 .30O 5100.0 TYPE- 3470 ENCROACHMENT STATIONS= 2055.0 ELENCL= 470.00 ELENCR= 470.00 FROM KIMLEY-HORN MODEL. 29610.000 17.43 454.83 .00 .00 455.05 18900.0 .0 13572.7 5327.3 .0 3100.8 .77 .00 4.38 1.70 .000 .035 .000479 650. 650. 800. 2 0 20:15:18 1 05OCT95 1 TARGET= SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH F~LOBR ITRIAL IDC ICONT 1490 NH CARD USED *SECNO 30570.000 7100.0 TYPE= 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 3445.0 ELENCL= 470.00 ELENCR~ 470.00 FROM KIMLEY-HORN MODEL. 30570.000 17.05 455.28 .00 .00 455.61 18900.0 .0 14575.7 4324.3 .0 2824.0 .83 .00 5.16 2.07 .000 .033 .000726 900. 900. 900. 2 0 2683. 020 *SECNO 31230.000 3265 DIVIDED FLOW .62 .35 .17 455.94 662.7 1129.6 155.0 458.40 .055 .000 435.20 2426.96 0 .00 779.64 3945.15 1 TARGET= 3081.000 .55 .03 457.00 1212.8 180.1 459.30 .000 436.30 2329.48 .00 1833.33 4712.26 3045.000 .23 .40 .01 455.65 3131.9 1318.8 204.8 458.70 .055 .000 437.40 2064.02 0 .00 961.95 3173.79 HL OLOSS L-BANKELEV VOL TWA R-BANK ELEV WTN ELMIN SSTA COP, AR TOPWID ENDST 3655.000 .33 .53 .03 457.43 2089.3 1433.9 222.7 460.00 .055 .000 438.23 3453.80 0 .00 770.05 4543.32 PAGE 28 3470 ENCROACHMENT STATIONS~ 3387.0 7100.0 TYPE= 1 TARGET- 3713,000 ELENCL= 470.00 ELENCR= 470.00 FROM KIP[LEY-HORN MODEL. 31230.000 17.48 455.58 .00 .00 456.31 18900.0 .0 18873.0 27.0 .0 2736.9 .86 .00 6.90 .51 .000 .035 .001214 620. 620. 700. 2 0 *SECNO 32150.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= ELENCL= 470.00 ELENCR= 1 05OCT95 20:15:18 3040.0 470.00 6180.0 TYPE= 1 TARGET= SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 32150.000 19.25 456.25 .00 18900.0 .0 18587.6 312.4 .88 .00 10.93 2.20 .002088 900. 920. 950. 500 CCHV= ,300 CEHV- 1490 NH CARD USED *SECNO 32200.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3370 NORMAL BRIDGE, NRD= 9 MIN ELTRD~ 3470 ENCROACHMENT STATIONS= 3050.0 ELENCL= 470.00 ELENCR= 470.00 32200.000 20.70 455.70 .00 18900.0 .0 17951.1 948.9 .88 .00 14.42 6.44 .001333 50. 50. 50. *SECNO 32230.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD= 9 MIN ELTRD= 3470 ENCROACHF~NT STATIONS= 3050.0 ELENCL= 470.00 ELENCR= 470.00 32230.000 20.99 455.99 .00 18900.0 .0 17891.7 1008.3 .88 .00 14.02 6.36 .001249 50. 50. 50. 1 05OCT95 20: 15:18 .00 458.08 1.83 .0 1700.4 142.3 .000 .035 .055 2 0 0 463.60 MAX ELLC= ******** 5734.0 TYPE- 1 TARGET= .00 458.80 3.10 .0 1244.5 147.3 .000 .015 .020 2 0 0 463.60 MAX ELLC= ******** 6180.0 TYPE= 1 TARGET= .00 458.92 2.92 .0 1276.4 158.5 .000 .015 .020 2 0 0 SECNO DEPTH CWSEL CRIWS WSELK EG I{V Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CCHV= .100 CEHV= .300 *SECNO 32250.000 3265 DIVIDED FLOW .74 .58 .12 459.79 52.6 1490.7 231.6 460.80 .055 .000 438.10 3403.89 0 .00 404.87 4411.69 3140.000 HL OLOSS L-BANK ELEV VOL TWA R-BANK ELEV WTN ELMIN SSTA CORAR TOPWID ENDST 1.44 .33 460.50 1539.7 238.4 460.00 .000 437.00 3404.88 .00 233.15 4393.76 2684.000 · 08 .64 461.50 1541.6 238.6 461.50 · 000 435.00 3407.88 · 00 145.90 4397.85 3130.000 · 06 .05 461.50 1543.2 238.8 461.50 · 000 435.00 3407.01 · 00 148.83 4398.35 HL OLOSS L-BANK ELEV VOL T~A R-BANK ELEV WTN ELMIN SSTA CORAR TOPWID ENDST PAGE PAGE 29 3O 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS~ 3040.0 6180.0 TYPE= 1 TARGET= ELENCL= 470.00 ELENCR= 470.00 32250.000 21.61 458.61 .00 .00 459.15 .55 13200.0 .0 12170,8 1029.2 .0 1977.5 674.5 .88 .00 6.15 1.53 .000 .045 .055 .000970 1. 1. 1. 3 0 0 3140.000 .00 .24 460.50 1543.2 238.8 460.00 .000 437.00 3402.17 .00 683.54 4560.66 1490 NH CARD USED *SECNO 32305.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .48 32305.000 20.69 458.39 .00 .00 459.39 1.00 .10 .14 465.00 13200.0 .0 10689.2 2510.8 .0 1241.3 524.6 1546.0 239.4 460.00 .88 .00 8.61 4.79 .000 .045 .055 .000 437.70 2164.83 .004194 55. 55. 55. 2 0 0 .00 300.62 3346.80 1490 NH CARD USED *SECNO 32725.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.40 32725.000 21.72 459.92 .00 .00 460.10 .17 13200.0 4490.2 6993.7 1716.1 1918.1 1694.4 1263.8 · 92 2.34 4.13 1.36 .060 .045 .055 .000731 380. 420. 520. 2 0 0 .62 .08 463.00 1579.2 248.5 461.00 .000 438.20 1571.23 .00 1362.58 3816.14 1 05OCT95 20: 15:18 T1 T2 T3 DENTON CREEK - PROPOSED CONDITION (EXIS. RUNOFF) SPIARS & DeOTTE, INC. DENTON CREEK - 100 YR DISCHARGE PROFILE DENTON CREEK - TEXAS FILE "DENC~,K3.DAT" CORRECTED EFFECTIVE MODEL J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL 0 4 0 0 .000452 0 0 0 450.70 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM 3 0 -1 05OCT95 20:15:18 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL T%4A TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID *PROF 3 CCHV= .100 CEHV= .300 *SECNO 18440.000 3470 ENCROAChmeNT STATIONS= 3750.0 7650.0 TYPE= 1 TARGET= 3900.000 ELENCL= 470.00 ELENCR~ 470.00 FISMA CROSS SECTION START OF LEVEE DISTRICT ITRACE 18440.000 20.71 452.11 .00 450.70 452.19 .08 .00 .00 449.00 20600.0 15160.6 2633.8 2805.6 6694.3 947.0 2430.8 .0 .0 451.00 .045 .055 .000 431.40 3750.00 .00 2.26 2.78 1.15 .035 .000454 10000. 5880. 4500. 0 0 4 .00 2803.63 6553.63 CCHV= .100 CEHV- .300 *SECNO 19230.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.52 L-BANK ELEV R-BANK ELEV SSTA ENDST PAGE PAGE 31 32 3470 ENCROACHMF_NT STATIONS- 4000.0 6880.0 TYPE~ 1 TARGET- 2880.000 ELENCL= 470 . 00 ELENCR= 470 . 00 SPIARS & DeOTTE ADDED SECTION (8-10-95) 19230.000 20.52 452.22 .00 .00 452.27 .05 .08 .00 448.00 20600.0 9309.4 11057.9 232.7 8323.0 5201.5 776.7 153.9 33.8 452.00 .09 1.12 2.13 .30 .035 .035 .055 .000 431.70 4000.00 .000072 550. 550. 550. 2 0 0 .00 2551.93 6849.79 CCHV= .100 CEHVm .300 *SECNO 19330.000 3265 DIVIDED FLOW I 05OCT95 20:15:18 SECNO DEPTH CWSEL CRIWS WSELE EG NV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL T~A R-BANE ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH KLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST PAGE 33 3470 ENCROACHMENT STATIONS= 4000.0 6820.0 TYPE= 1 TARGET= 2820.000 ELENCL= 470.00 ELENCR~ 470.00 EXISTING AUTHORIZED ENCgDACHMENT IN R.O.B. AT BIRDSONG TRACT STA. 6820 19330.000 20.54 452.24 .00 .00 452.28 .04 .01 .00 20600.0 8555.1 11568.2 476.7 8345.8 5993.3 1304.0 194.2 43.6 .11 1.03 1.93 .37 .035 .035 .055 .000 431.70 .000060 100. 100. 350. 2 0 0 .00 2631.85 1490 NH CARD USED *SECNO 19930.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO s .68 3470 ENCROACHMENT STATIONS= 5208.0 7350.0 TYPE= 1 TARGET= 2142.000 F~LENCL= 470.00 ELENCR= 470.00 448.00 453.00 4000.00 6820.00 F~4A CROSS SECTION START OF PROPOSED CF~%NNEL IMPROVEMENTS CORRECTED GR'S TO MATCH CITY TOPO IN R.O.B. 19930.000 20.23 452.23 .00 .00 452.35 .12 .05 .02 448.50 20600.0 1676.2 18628.4 295.4 1852.3 6474.7 697.7 360.0 69.8 453.00 .17 .90 2.88 .42 .045 .033 .055 .000 432.00 5208.00 .000131 600. 600. 420. 2 0 0 .00 1559.24 6967.58 CCHV= .100 CF./4V= .300 *SECNO 20980.000 3470 ENCROACHMENT STATIONS= 1040.0 1580.0 TYPE= 1 TARGET= 540.000 ELENCL= 470.00 ELENCR- 453.70 D.M.D. CgDSS SECTION (5-5-93) 20980.000 19.99 452.29 .00 .00 452.51 .22 .13 .03 458.10 20600.0 .0 20589.0 11.0 .0 5520.2 31.4 493.5 84.5 450.00 .23 .00 3.73 .35 .000 .035 .055 .000 432.30 1068.75 .000194 870. 820. 250. 0 0 0 .00 425.86 1494.61 1 05OCT95 20:15:18 SECNO DEPTH CWSEL CRi'WS WSELK EG HV IlL OLOSS L-BANE ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 20990.000 3470 ENCROACHMENT STATIONS~ 104'0.0 1457.0 TYPE~ 1 TARGET~ 417.000 ELENCL- 470.00 ELENCR= 452.10 20990.000 20.00 452.30 .00 .00 452.51 .22 .00 .00 458.10 20600.0 .0 20588.4 11.6 .0 5520.2 34.0 494.7 84.6 450.00 .24 .00 3.73 .34 .000 .035 .055 .000 432.30 1068.75 PAGE 34 · 000194 10. 10. 10. 0 0 0 .00 420.53 1489.28 *SECNO 21260.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 1048.0 ELENCL= 470.00 ELENCR= 454.00 D.M.D. CROSS SECTION (5-5-93) 1522.0 TYPE= 21260.000 19.92 452,42 .00 .00 452.59 20600.0 .0 20600.0 .0 .0 6216.1 .27 .00 3.31 .00 .000 .035 .000178 380. 380. 390. 2 0 *SECNO 21635.000 3470 ENCROACHMENT STATIONS= 1061,0 ELENCL= 470,00 ELENCR= 454.80 21635.000 18.71 452.41 .00 20600.0 .0 20600.0 .0 .29 .00 4,27 .00 ,000273 340. 340. 400. *SECNO 21645,000 3470 ENCROACHMENT STATIONS= 1061.0 ELENCL= 470.00 ELENCR= 455.80 D.M,D. CROSS SECTION (5-5-93) 1 05OCT95 20:15:18 1458,0 TYPE= .00 452.70 .0 4825.8 .000 ,035 2 0 1528.0 TYPE- 1 TARGET= .17 .0 .000 0 474.000 .07 .00 458.40 546.1 88.3 454.00 .000 432,50 1074.58 ,00 421,96 1520.64 1 TARGET= 397.000 .28 ,07 .03 458.60 .0 589.2 91.1 454.00 .000 .000 433.70 1089.53 0 .00 315.29 1404.82 1 TARGET- SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITKIAL IDC ICONT 21645.000 18.72 452.42 .00 .00 452.70 ,28 20600.0 .0 20600.0 .0 .0 4826.5 .0 .29 .00 4.27 .00 .000 .035 .000 ,000273 10, 10. 10. 0 0 0 1490 NH CARD USED *SECNO 22370.000 3470 ENC9DACHMENT STATIONS= 5094.0 ELENCL= 470.00 ELENCR= 454.50 5460.0 TYPE= CHANNEL FEMA CROSS SECTION START OF THE PROPOSED RELOCATED 22370.000 20.15 452.65 .00 .00 452.97 20600.0 .0 20600.0 .0 .0 4582.4 .34 .00 4.50 .00 .000 .035 .000321 880. 880. 480. 2 0 CCHV= .100 CEHV= 1490 NH CARD USED *SECNO 23800,000 .300 3265 DIVIDED F~LOW 3470 ENCROACHMENT STATIONS- 5467.0 ELENCL= 470.00 ELENCR= 454.00 1 TARGET- .31 .0 .000 0 1 TARGET= D,E.C. CROSS SECTION 7000.0 TYPE= 23800.000 19.75 453.05 .00 .00 453.45 .41 20600.0 17179.9 3420.1 .0 3123.8 1356.3 .0 .41 5.50 2.52 .00 .035 .035 .000 · 000526 720. 1430. 680. 2 0 0 1490 NH CARD USED *SECNO 24400.000 1 05OCT95 20:15:18 467.000 HL OLOSS L-BANK ELEV VOL TWA R-BANK ELEV WTN ELMIN SSTA CORAR TOPWID ENDST .00 .00 458.60 590.3 91.2 454.00 .000 433.70 1089.53 .00 315.30 1404.83 366.000 .26 .01 450.50 685.3 97.5 454.50 .000 432.50 5094.00 .00 310.83 5404.83 1533.000 .46 .03 450.00 808.6 110.8 454.00 .000 433.30 5467.00 .00 672.51 6928.50 PAGE PAGE 35 36 SECNO DEPTH CWSEL CR/WS WSELK EG HV HL OLOSS L-BANK F. LEV Q QLOB QCH QROB A.LOB ACH AROB VOL T~A R-BANK F-LEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE PJ%NGE, KRATIO = 1.79 3470 ENCROACHMENT STATIONS= 5260.0 6940.0 TYPE= 1 TARGET= 1680.000 ELENCL= 470.00 ELENCR= 470.00 24400.000 21.98 453.48 .00 .00 453.59 .10 .10 .03 459.20 20600.0 .0 20600.0 .0 .0 8034.5 .0 872.6 119.3 470.00 .45 .00 2.56 .00 .000 .031 .000 .000 431.50 5276.57 .000164 130. 550. 230. 2 0 0 .00 950.46 6864.54 CCHV= .100 CEHV= 1490 NH CARD USED *SECNO 24700.000 3265 DIVIDED FLOW .300 3302 WARNING: CONVEYANCE CKANGE OUTSIDE OF ACCEPTABLE RANGE, KI~ATIO = .62 3470 ENCROACHMENT STATIONS= 4187.0 5200.0 TYPE- 1 TARGET= 1013.000 ELENCL= 470.00 ELENCR= 470.00 ********** KH-PAKCHE MODEL COORDINATION 24700 - 39440 ************ CROSS SECTION 24700 IS FROM THE KIMLEY-HORN MODEL. 24700.000 19.54 453.44 .00 .00 453.77 .32 .11 .07 451.00 20600.0 15579.6 5020.4 .0 3269.6 1299.6 .0 932.9 126.4 470.00 .48 4.76 3.86 .00 .035 .035 .000 .000 433.90 4187.00 .000431 610. 350. 80. 2 0 0 .00 523.44 5195.20 CCHV= .100 CEHV= .300 *SECNO 25530.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, I 05OCT95 20:15:18 KRATIO = .69 SECNO DEPTH CWSEL CRIWS WSELK EG Q QLOB QCH QROB ALOB ACH TIME VLOB VCH VROB XNL XNCH SLOPE XLOBL XLCN XLOBR ITRIAL IDC HV NL OLOSS L-BANK ELEV AP, OB VOL TWA R-BANK ELEV XNR WTN ELMIN SSTA ICONT CORAR TOPWID ENDST PAGE 37 3470 ENCROACHMENT STATIONS= 2494.0 2742.7 TYPE= ELENCL= 470.00 ELENCR~ 470.00 FROM KIMLEY-HORN MODEL. CHANNEL DISTANCE REVISED. 25530.000 19.18 453.58 .00 .00 454.31 20600.0 .0 20600.0 .0 .0 3015.5 .50 .00 6.83 .oo .00o .035 .000894 700. 700. 560. 2 0 1 TARGET- 248.670 .72 .42 .12 455.33 .0 993.9 132.5 470.00 .000 .000 434.40 2502.19 0 .00 236.14 2738.33 *SECNO 25770.000 3470 ENCROACHMENT STATIONS= 2494.0 ELENCL= 470.00 ELENCR= 470.00 25770.000 19.43 454.03 .00 .00 454.49 20600.0 .0 20600.0 .0 .0 3757.4 .52 .00 5.48 .00 .0OO .035 .000519 240. 240. 240. 2 0 2780.0 TYPE- 1 TARGET- 286.000 1490 NH CARD USED *SECNO 26830.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CKANGE OUTSIDE OF ACCEPTABLE RANGE, 3470 ENCROACHMENT STATIONS= 2619.6 5200.0 TYPE= ELENCL= 470.00 ELENCR= 470.00 FROM KIMLEY-HORN MODEL. .47 .16 .03 455.33 .0 1012.5 133.9 470.00 .000 .000 434.60 2500.44 0 .00 273.10 2773.54 R'RATIO = 1.83 TARGET- 2580.420 26830.000 18.44 454.74 .00 .00 454.81 .06 21300.0 .0 8429.5 12870.5 .0 3356.5 7735.2 · 66 .00 2.51 1.66 .000 .035 .055 · 000165 1030. 1050. 960. 0 0 0 05OCT95 20:15:18 SECNO DEPTH CWSEL CRi'WS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 1490 NH CARD USED *SECNO 28080.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 3470 ENCROACHMENT STATIONS- 2417.0 5100.0 TYPE= ELENCL= 470.00 ELENCR= 470.00 FROM KIMLEY-HORN MODEL. 28080.000 19.53 454.73 .00 .00 21300.0 .0 19237.8 2062.2 .0 .70 .00 6.06 1.46 .000 .000903 850. 900. 1000. 2 KRATIO = 1490 NH CARD USED *SECNO 28870.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 2319.0 ELENCL= 470.00 ELENCR= 470.00 5400.0 TYPE= FROM R'IMLEY-HORN MODEL. 28870.000 19.24 455.54 .00 .00 21300.0 .0 14153.4 7146.6 .0 .76 .00 4.12 1.36 .000 .000499 610. 610. 900. 2 TARGET= CCFrV= .100 CEHV= 1490 NH CARD USED *SECNO 29610.000 .300 3265 DIVIDED FLOW 05OCT95 20:15:18 .27 .04 457.35 1183.5 151.0 452.00 .000 436.30 2630.01 .00 1221.61 3990.97 HL OLOSS L-BANK ELEV VOL TWA R-BANK ELEV WTN ELMIN SSTA CORAR TOPWID ENDST .43 2683.020 455.25 .52 .30 .14 455.94 3177.1 1410.7 1356.0 175.3 458.40 .035 .055 .000 435.20 2421.82 0 0 .00 957.86 3985.31 TARGET~ 3081.000 455.72 .18 .44 .03 457.00 3434.2 5272.9 1471.3 204.1 459.30 .037 .055 .000 436.30 2324.85 O 0 .00 2036.66 4810.78 SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITR.IAL IDC ICONT HL OLOSS L-BANK ELEV VOL T~A R-BANK ELEV WTN ELMIN SSTA CORAR TOPWID ENDST PAGE PAGE 38 39 3470 ENCROACHMENT STATIONS~ 2055.0 5100.0 TYPE= ELENCL= 470.00 ELENCR= 470.00 FROM R'IMLEY-HORN MODEL. 29610.000 18.44 455.84 .00 .00 456.05 21300.0 .2 14453.2 6846.6 1.2 3404.5 .82 .19 4.25 1.79 .055 .035 .000421 650. 650. 800. 2 0 1490 NH CARD USED *SECNO 30570.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 3445.0 7100.0 TYPE'= ELENCL= 470.00 ELENCR= 470.00 FROM KIMLEY-HORN MODEL. 1 TARGET~ 3045.000 1 TARGET- .21 .32 .01 455.65 3818.6 1605.9 230.9 458.70 .055 .000 437.40 2055.00 0 .00 996.35 3180.89 3655.000 30570.000 18.01 456.24 .00 21300.0 .0 15746.3 5553.7 · 88 .00 5.03 2.18 · 000655 900. 900. 900. *SECNO 31230.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 3387.0 ELENCL= 470.00 ELENCRz 470.00 FROM KIMLEY-HORN MODEL. 31230.000 18.37 456.47 .00 21300.0 .0 21076.0 224.0 · 90 .00 7.08 1.04 .001272 620. 620. 700. 1 05OCT95 20:15:18 SECNO DEPTH CWSEL CRIWS Q QLOB QCH QROB TIME VLOB VCN VROB SLOPE XLOBL XLCH XLOBR *SECNO 32150.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 3040.0 ELENCL= 470.00 ELENCR= 470.00 32150.000 20.13 457.13 .00 21300.0 .0 20709.3 590.7 .92 .00 11.49 2.31 .002204 900. 920. 950. CCHV= .300 CEHV= 1490 NH CARD USED *SECNO 32200.000 .50O 3265 DIVIDED FT~W 3301 HV CHANGED MORE THAN HVINS 3370 NORMAL BRIDGE, NRD= 9 MIN ELTRD= 3470 ENCROACHMENT STATIONS= 3050.0 ELENCL= 470.00 ELENCR= 470.00 32200.000 21.56 456.56 .00 21300.0 .0 20037.8 1262.2 .93 .00 14.95 6.97 .001398 50. 50. 50. *SECNO 32230.000 3265 DIVIDED FLOW 1 05OCT95 20: 15:18 SECNO DEPTH CWSEL CRIWS Q QLOB QCH QROB TIME VLOB VCH VROB SLOPE XLOBL XLCH XLOBR · 00 456.55 .31 .47 .03 457.43 .0 3132.9 2548.6 1739.2 249.6 460.00 .000 .033 .055 .000 438.23 3449.92 1 0 0 .00 817.83 4554.95 7100.0 TYPE= 1 TARGET~ 3713.000 .00 457.24 .77 .56 .14 459.79 · 0 2976.9 216.4 1804.9 259.6 460.80 · 000 .035 .055 .000 438.10 3400.30 2 0 0 .00 499.97 4471.59 WSELK EG HV HL OLOSS ALOB ACH AROB VOL T~A XNL XNCH XNR WTN ELMIN ITRIAL IDC ICONT CORAR TOPWID 6180.0 TYPE= 1 TARGET= 3140.000 .00 459.12 2.00 1.51 .37 .0 1801.6 256.0 1860.5 267.8 .000 .035 .055 .000 437.00 2 0 0 .00 257.41 463.60 MAX ELLC= ******** 5734.0 TYPE= 1 TARGET= 2684.000 .00 459.87 3.31 .09 .66 .0 1339.9 181.2 1862.5 268.0 .000 .015 .021 .000 435.00 2 0 0 .00 154.53 WSELK EG HV HL OLOSS ALOB ACH AROB VOL TWA XNL XNCH XNR WTN ELMIN ITRIAL IDC ICONT CORAR TOPWID L-BANK ELEV R-BANKELEV SSTA ENDST 460.50 460.00 3403.87 4398.14 461.50 461.50 3405.30 4399.30 L-BAN]( ELEV R-BANI{ ELEV SSTA ENDST PAGE PAGE 4O 41 3370 NOB/~L BRIDGE, NRD= 9 MIN ELTRD- 3470 ENCROACHMENT STATIONS= 3050.0 ELENCL= 470.00 ELENCR= 470.00 32230.000 21.91 456.91 .00 21300.0 .0 19962.5 1337.5 463.60 MAX ELLC= ******** 6180.0 TYPE- 1 TARGET~ 3130.000 .00 460.00 3.09 .07 .0 1380.4 196.0 1864.3 .07 268.2 461.50 461.50 · 93 .00 14.46 6.82 .000 .015 .021 .000 435.00 3404.24 · 001293 50. 50. 50. 2 0 0 .00 158.08 4399.90 CCHV- .100 CEHV= .300 *SECNO 32250.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3470 ENCRDACHMENT STATIONS- 3040.0 ELENCLTM 470.00 ELENCR= 470.00 32250.000 22.80 459.80 .00 14900.0 46.4 12553.2 2300.5 · 93 .58 5.91 1.46 .000846 1. 1. 1. 6180.0 TYPE= .00 460.27 80.6 2123.6 .055 .045 3 0 1490 NH CARD USED *SECNO 32305.000 3265 DIVIDED FLOW 3302 WAFTING: 32305.000 14900.0 .93 .003372 1 TARGET- 3140.000 · 46 .00 .26 460.50 1574.2 1864.4 268.2 460.00 · 055 .000 437.00 3040.00 0 .00 1123.80 4640.29 CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .50 21.92 459.62 .00 .00 460.46 .84 .08 .11 465.00 .0 11417.8 3482.2 .0 1430.5 739.4 1868.1 269.1 460.00 · 00 7.98 4.71 .000 .045 .055 .000 437.70 2161.13 55. 55. 55. 2 0 0 .00 361.79 3356.24 05OCT95 20:15:18 SECNO DEPTH CWSEL CR/WS WSELK EG Q QLOB QCH QRDB ALOB ACH TIME VLOB VCH VROB XNL XNCH SLOPE XLOBL XLCH XLOBR ITRIAL IDC 1490 NH CARD USED *SECNO 32725.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 32725.000 22.73 460.93 .00 .00 461.05 14900.0 5155.5 6707.3 3037.1 2227.6 1873.2 .97 2.31 3.58 1.37 .060 .045 .000602 380. 420. 520. 2 0 HV HL OLOSS L-BANK ELEV AROB VOL Tg{A R-BANKELEV XNR WTN ELMIN SSTA ICONT CORAR TOPWID ENDST KRATIO - 2.37 · 12 .52 .07 463.00 2224.6 1911.5 279.2 461.00 · 055 .000 438.20 1568.22 0 .00 1484.95 3838.92 05OCT95 20:15:18 T1 DENTON CREEK - PROPOSED CONDITION (EXIS. RUNOFF) SPIARS & DeOTTE, INC. T2 DENTON CREEK - 500 YR DISCHARGE PROFILE T3 DENTON CREEK - TEXAS FILE "DENCRK3.DAT# CORRECTED EFFECTIVE MODEL J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL 0 5 0 0 .000452 0 0 0 451.80 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM 15 0 -1 ITRACE PAGE PAGE 42 43 05OCT95 20:15:18 SECNO DEPTH CWSEL CRIWS WSELK EG NV HL OLOSS Q QLOB QCH QROB ALOB ACM AROB VOL T~A TIME VLOB VCH VROB XNL XNCH XNR WTN EI2~IN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID *PROF 4 L-BANK ELEV R-BANK ELEV SSTA ENDST PAGE 44 CCHV= .100 CEHV= .300 *SECNO 18440.000 3470 ENCROACHMENT STATIONS= 3750.0 7650.0 TYPE= 1 TARGET= ELENCL= 470.00 ELENCR= 470.00 FEMA CROSS SECTION START OF LEVEE DISTRICT 3900.000 18440.000 22.28 453.68 .00 451.80 453.79 .11 .00 .00 449.00 36200.0 26572.7 3452.3 6175.0 9408.2 1111.7 4305.9 .0 .0 451.00 .00 2.82 3.11 1.43 .035 .045 .055 .000 431.40 3750.00 .000457 10000. 5880. 4500. 0 0 3 .00 3256.99 7006.99 CCTV- .100 CEHV= .300 *SECNO 19230.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.97 3470 ENCROACHMENT STATIONS- 4000.0 6880.0 TYPE= 1 TARGET= ELENCL= 470.00 ELENCR= 470.00 SPIARS & DeOTTE ADDED SECTION (8-10-95) 19230.000 22.12 453.82 .00 .00 453.91 .08 36200.0 18267.3 16772.9 1159.9 10803.1 5758.0 2114.7 .07 1.69 2.91 .55 .035 .035 .055 .000117 550. 550. 550. 2 0 0 2880.000 .11 .00 448.00 211.5 38.6 452.00 .000 431.70 4000.00 .00 2862.57 6862.57 CCHV= .100 CEh'V- .300 *SECNO 19330.000 3470 ENCROACHMENT STATIONS- 4000.0 6820.0 TYPE= 1 TARGET- F~LENCL= 470.00 ELENCR= 470.00 2820.000 EXISTING AUTHORIZED ENCROACHMENT IN R.O.B. AT BIRDSONG TRACT STA. 6820 19330.000 22.15 453.85 .00 .00 453.92 .07 .01 .00 448.00 36200.0 16918.1 17672.1 1609.8 10842.4 6657.0 2605.2 269.6 50.4 453.00 .08 1.56 2.65 .62 .035 .035 .055 .000 431.70 4000.00 .000099 100. 100. 350. 2 0 0 .00 2820.00 6820.00 1 05OCT95 20:15:18 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL Q QLOB ~CH QROB ALOB ACH AROB VOL TIME VLOB VCH VROB XNL XNCH XNR WTN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR OLOSS L-BAN~ ELEV T~A R-BANK ELEV ELMIN SSTA TOPWID ENDST 1490 NH CARD USED *SECNO 19930.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, ERAT IO = .63 3470 ENCROACHMENT STATIONS= 5208.0 7350.0 TYPE- 1 TARGET- ELENCL= 470.00 ELENCR= 470.00 FEMACROSS SECTION START OF PROPOSED CHANNEL IMPROVEMENTS CORRECTED GR'S TO MATCH CITY TOPO IN R.O.B. 19930.000 21.82 , 453.82 .00 .00 454.06 .24 36200.0 4166.6 30477.8 1555.6 2638.8 7244.6 1937.5 · 13 1.58 4.21 .80 .045 .033 .055 · 000250 600. 600. 420. 2 0 0 2142.000 · 09 .05 448.50 480.0 79.1 453.00 .000 432.00 5208.00 · 00 1878.50 7086.50 CCHV= .100 CERV= .300 *SECNO 20980.000 3470 ENCROACHMENT STATIONS= 1040.0 1580.0 TYPE= 1 TARGET- ELENCL= 470.00 ELF. NCR= 453.70 D.M.D. CROSS SECTION (5-5-93) 20980.000 21.57 453.87 .00 .00 454.41 .54 36200.0 .0 35948.1 251.9 .0 6067.2 419.0 .17 .00 5.92 .60 .000 .035 .055 · 000444 870. 820. 250. 2 0 0 540.000 · 26 .09 458.10 638.5 97.4 450.00 .000 432.30 1062.19 · 00 1362.65 2424.85 *SECNO 20990.000 3470 ENCROACF~4ENT STATIONS= 1040.0 1457.0 TYPE= 1 TARGET- 417.000 PAGE 45 ELENCL= 470.00 ELENCR= 452.10 20990.000 21.57 453.87 .00 36200.0 .0 36037.2 162.7 .17 .00 5.94 .84 .000446 10. 10. 10. 05OCT95 20:15:18 .00 454.42 .55 .0 6068.4 194.1 .000 ·035 .055 0 0 0 SECNO DEPTH CWSEL CR1-WS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VPDB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT *SECNO 21260.000 3265 DIVIDED FLO~ 3470 ENCROACHMENT STATIONS= 1048.0 ELENCL- 470·00 ELF. NCR= 454.00 D.M.D. CROSS SECTION (5-5-93) 1522.0 TYPE= 21260.000 21.67 454.17 .00 .00 454.59 36200.0 .0 36198.3 1.7 .0 6975.7 .19 .00 5.19 .16 .000 .035 .000400 380. 380. 390. 2 0 *SECNO 21635.000 3470 ENCROAC~qENT STATIONS~ 1061.0 EL~NCL= 470.00 ELENCR= 454.80 21635.000 20.44 454.14 .00 36200.0 .0 36199.9 .1 .20 .00 6.73 .11 .000614 340, 340. 400. *SECNO 21645.000 3470 ENCROACHMENT STATIONS= 1061.0 ELENCL= 470.00 ELENCR= 455.80 1458.0 TYPE= .00 454.84 .0 5379.2 .0DO ·035 2 0 D.M.D. CROSS SECTION (5-5-93) 21645.000 20.45 454.15 36200.0 .0 36199·9 .20 .00 6.73 · 000613 10. 10. 1490 NH CARD USED *SECNO 22370.000 3470 ENCROACHMENT STATIONS- 5094·0 05OCT95 20:15:18 1528.0 TYPE= i TARGET= .42 10·6 ·055 0 1 TARGET- .70 .6 .055 0 1 TARGET= .00 .00 454.85 .70 · 1 .0 5380.8 .6 · 12 .000 .035 .055 10. 0 0 0 5460.0 TYPE- 1 TARGET- SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CFANNEL ELENCL= 470.00 ELF. NCR= 454·50 FEMACROSS SECTION START OF THE PROPOSED RELOCATED 22370.000 22.23 454.73 .00 .00 455.45 .72 36200.0 .0 36129.1 70.9 .0 5290.7 252.6 .24 .00 6.83 .28 .000 .035 .055 .000762 880. 880. 480. 2 0 0 CCHV= .100 CEHV- 1490 N~ CARD USED *SECNO 23800.000 · 300 3470 ENCROAChmENT STATIONS= 5467.0 ELENCL- 470·00 ELENCR= 454·00 D.E.C. CROSS SECTION 7000.0 TYPE- 1 TARGET- .00 .00 458.10 639·9 97.6 450·00 .000 432.30 1062.18 .00 477.57 1539.75 HL OLOSS L-BANK ELEV VOL TWA R-BANK ELEV WTN ELMIN SSTA CORAR TOPWID ENDST 474.000 .16 .01 458.40 697.7 102.0 454.00 .000 432.50 1068.11 .00 508.31 1586.81 397.000 .17 .09 458.60 746.0 105.3 454.00 .000 433.70 1082.57 .00 334.12 1416.69 467.000 .01 .00 458.60 747.2 105.4 454.00 .000 433.70 1082.55 .00 334.41 1416.96 366.000 HL OLOSS L-BANK ELEV VOL T~A R-BANK ELEV WTN ELMIN SSTA CORAR TOPWID ENDST .60 .01 450.50 856.4 118.4 454.50 .000 432.50 5094·00 · 00 1461.55 6555.55 1533.000 PAGE PAGE 46 47 23800.000 22.62 455.92 .00 .00 456.28 .36 .79 .04 450.00 36200.0 26898.4 8654.0 647.7 5183.5 2444.5 648.8 1033.3 151.7 454.00 .30 5.19 3.54 1.00 .036 .035 .055 .000 433.30 5467.00 .000616 720. 1430. 680. 3 0 0 .00 1905.18 7372.18 1490 NH CARD USED *SECNO 24400.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO s 1.61 3470 ENCROACHMENT STATIONS~ 5260.0 6940.0 TYPE~ 1 TARGETs ELENCL= 470.00 ELENCR= 470.00 24400.000 24.80 456.30 .00 .00 456.44 .15 36200.0 .0 36200.0 .0 .0 11670.0 .0 .34 .00 3.10 .00 .000 .027 .000 .000239 130. 550. 230. 2 0 0 1680.000 .14 .02 459.20 1131.8 167.2 470.00 .000 431.50 5268.42 .00 1628.37 6940.00 1 05OCT95 20:15:18 SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH ARDB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT HL OLOSS L-BANK ELEV VOL TWA R-BANK ELEV WTN ELMIN SSTA CORAR TOPWID ENDST CCHV= .100 CEHVs 1490 NH CARD USED *SECNO 24700.000 .300 3302 WARNING: CONVEYANCE C~ANGE OUTSIDE OF ACCEPTABLE RANGE, }(RATIO s .62 3470 ENCROACHMENT STATIONS= 4187.0 5200.0 TYPEs 1 TARGET- 1013.000 ELENCLs 470.00 ELENCR- 470.00 ********** K~-PARCHEMODEL COORDINATION 24700 - 39440 ************ CROSS SECTION 24700 IS FROM THE KIMLEY-HORN MODEL. 24700.000 22.37 456.27 .00 .00 456.69 .42 .16 .08 36200.0 27161~2 9038.8 .0 5252.2 1688.9 .0 1222.3 180.4 .36 5.17 5.35 .00 ,037 .035 .000 .000 433.90 .000615 610. 350. 80. 2 0 0 .00 1013.00 451.00 470.00 4187.00 5200.00 CCHV= .100 CEHV- .300 *SECNO 25530.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, }(RATIO - .62 3470 ENCROACHMENT STATIONS- 2494.0 2742.7 TYPEs 1 TARGET= ELENCL- 470.00 ELENCR= 470.00 248.670 FROM KIMLEY-HOP, N MODEL. CHANNEL DISTANCE REVISED. 25530.000 21.74 456.14 .00 .00 457.68 1.54 36200.0 .6 35199.4 .0 1.0 3640.2 .0 .38 .66 9.94 .00 .055 .035 .000 .001581 700. 700. 560. 2 0 0 .65 .33 455.33 1307.3 190.5 470.00 .000 434.40 · 2494.00 .00 248.67 2742.67 *SECNO 25770.000 3301 HV CHANGED MORE THAN NVINS 1 05OCT95 20:15:18 SECNO DEPTH Q QLOB TIME VLOB SLOPE XLOBL CWSEL CRIWS WSELK EG HV QCH QROB ALOB ACM AROB VCH VROB XNL XNCH XNR XLCH XLOBR ITRIAL IDC ICONT F~L OLOSS L-BANKELEV VOL TWA R-BANKELEV WTN ELMIN SSTA COP, AR TOPWID ENDST PAGE PAGE 48 49 3470 ENCROAC~/~T STATIONS- 2494.0 ELENCLs 470,00 ELENCR= 470.00 25770.000 22.45 457.05 .00 36200.0 1.3 36198.7 .0 · 39 .63 7.85 .00 · 000862 240. 240. 240. 2780.0 TYPE- .00 458.01 2.1 4609.6 .055 .035 2 0 1 TARGET- 286.000 .96 .27 .06 455.33 .0 1330.0 192.0 470.00 .000 .000 434.60 2494.00 0 .00 286.00 2780.00 1490 NH CARD USED ~SECNO 26830.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 3470 ENCROACHMENT STATIONS= 2619.6 5200.0 TYPE- ELENCL= 470.00 ELENCR= 470.00 FKOM KIMLEY-HORN MODEL. 26830.000 22.05 458.35 .00 .00 458.44 36200.0 .0 13687.9 22512.1 .0 4780.4 .51 .00 2.86 2.02 .000 .032 .000179 1030. 1050. 960. 2 0 1490 NH CARD USED *SECNO 28080.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 3470 ENCROACHMENT STATIONS= 2417.0 5100.0 TYPE= ELENCL= 470.00 ELENCR= 470.00 FROM KIMLEY-HORN MODEL. 28080.000 23.27 458.47 .00 .00 458.83 36200.0 .0 25655.7 10544.3 .0 4611.1 .57 .00 5.56 2.19 .000 .031 .000756 850. 900. 1000. 2 0 05OCT95 20:15:18 KRATIO = TARGET= 2.19 2580.420 .09 .35 .09 457.35 11120.7 1565.8 212.7 452.00 .055 .000 436.30 2619.58 0 .00 1519.14 4138.72 KRATIO = SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITKIAL IDC ICONT 1490 NH CARD USED *SECNO 28870.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 3470 ENCROACHMENT STATIONS= 2319.0 5400.0 TYPE= ELENCL= 470.00 ELENCR~ 470.00 FROM KIMLEY-HORN MODEL. 28870.000 22.77 459.07 ,00 .00 459.18 36200.0 .0 17016.4 19183.6 .0 4842.7 ,65 .00 3.51 1.63 .000 .036 .000299 610. 610. 900. 2 0 CCHV= .100 CEHV= 1490 NH CARD USED *SECNO 29610.000 .300 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 2055.0 5100.0 TYPE= ELENCL= 470.00 ELENCR= 470.00 FROM KIMLEY-HORN MODEL. 29610.000 21.83 459.23 .00 .00 459.48 36200.0 19.3 21441.5 14739.2 20.7 4509.0 .70 .93 4.76 2.36 .055 .033 .000416 650. 650. 800. 2 0 1490 NH CARD USED *SECNO 30570.000 TARGET= .49 2683.020 .36 .31 .08 455.94 4825.8 1845.8 248.3 458.40 .055 .000 435.20 2416.98 0 .00 1685.18 4102.16 HL OLOSS L-BANKELEV VOL T~A R-BANKELEV WTN ELMIN SSTA CORAR TOPWID ENDST KRATIO = TARGET= 3265 DIVIDED FLOW 1.59 3081.000 · 11 .33 .03 457.00 11765.6 2083.4 287.9 459.30 · 055 .000 436.30 2319.00 0 .00 2456.57 4873.04 TARGET= 3045.000 .24 .25 .04 455.65 6232.6 2318.6 319.3 458.70 .055 .000 437.40 2055.00 O .00 1108.72 3204.62 PAGE 50 05OCT95 20:15:18 PAGE 51 SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT HL OLOSS L-BANK ELEV VOL TWA R-BANK ELEV WTN ELMIN SSTA CORAR TOPWID ENDST 3470 ENCROACHMENT STATIONS= 3445.0 7100.0 TYPE- 1 TARGET= ELENCL= 470.00 ELENCR- 470.00 FROM KIMLEY-HORN MODEL. 30570.000 21.39 459.62 .00 .00 459.96 .34 36200.0 .1 24126.0 12073.9 .4 4470.8 4480.4 .76 .21 5.40 2.69 .055 .029 .055 .000634 900. 900. 900. 2 0 0 *SECNO 31230.000 3265 DIVIDED FLOW 3301 HVCHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 3470 ENCROACHMENT STATIONS= 3387.0 7100.0 TYPE- 1 TARGET- ELENCL= 470.00 ELF-NCR= 470.00 FROM KIMLEY-HORN MODEL. 3655.000 .46 .03 457.43 2522.3 345.6 460.00 .000 438.23 3445.00 .00 1440.04 5907.32 .63 3713.000 31230.000 21.78 459.88 .00 .00 460.72 .84 .61 .15 459.79 36200.0 .0 31707.9 4492.1 .0 4050.1 1951.6 2634.6 367.8 460.80 .78 .01 7.83 2.30 .000 .035 .055 .000 438.10 3387.00 .001601 620. 620. 700. 2 0 0 .00 1428.77 4919.72 *SECNO 32150.000 3040.0 6180.0 TYPE- 1 TARGET- 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS- i 05OCT95 20:15:18 SECNO DEPTH CWSEL CP. IWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XN-L XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 3140.000 HL OLOSS L-BANK ELEV VOL T~A R-BANKELEV WTN ELMIN SSTA CORA]{ TOPWID ENDST ELENCL= 470.00 ELENCR= 470.00 32150.000 23.75 460.75 459.96 .00 462.87 2.11 1.77 .38 460.50 36200.0 400.0 29056.0 6743.9 253.3 2242.3 2481.3 2752.0 398.6 460.00 .81 1.58 12.96 2.72 .055 .035 .055 .000 437.00 3040.00 · 002318 900. 920. 950. 4 8 0 .00 1420.43 4703.75 CCHV- .300 CEHV= 1490 NH CARD USED *SECNO 32200.000 3265 DIVIDED FLOW .500 3301 HV CHANGED MORE THAN HVINS 3370 NORMAL BR/DGE, NRD~ 9 MIN ELTPJ)= 463.60 MAX ELLC- ******** 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3470 ENCROACHMENT STATIONS= 3050.0 5734.0 TYPE- 1 TARGET- ELENCL= 470.00 ELENCR= 470.00 32200.000 24.20 459.20 459.20 .00 465.03 5.82 36200.0 .0 33197.0 3003.0 .0 1659.8 303.5 .81 .00 20.00 9.89 .000 .015 .021 .002303 50. 50. 50. 4 16 0 2684.000 .12 1.85 461.50 2756.0 399.5 461.50 .000 435.00 3397.39 .00 180.96 4403.75 PAGE 52 *SECNO 32230.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE T~N h'VINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.45 3370 NORMAL BRIDGE, NRD- 9 MIN ELTRD= 463.60 MAX ELLC= ******** 05OCT95 20:15:18 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS Q QLOB QCN QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COP, AR TOPWID 3685 20 TKIALS ATT~PTED WSEL,CWSEL 3470 ENCROACHMENT STATIONS= 3050.0 6180.0 TYPE= 1 TARGET= ELENCL~ 470.00 ELENCR= 470.00 32230.000 27.74 462.74 459.20 .00 465.90 3.16 36200.0 289.6 32126.1 3784.3 293.3 2149.8 534.0 .81 .99 14.94 7.09 .055 .015 .022 .001096 50. 50. 50. 21 16 0 3130.000 L-BANKELEV R-BANK ELEV SSTA ENDST CCHV= .100 CEHV= .300 *SECNO 32250.000 3301 HV CHANGED MORE THAN HVINS 3302 R%~RNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.97 .08 .80 461.50 2758.8 399.9 461.50 .000 435.00 3050.00 .00 485.27 4409.72 3470 ENCROACHMENT STATIONS- -3040.0 6180.0 TYPE= 1 TARGET= 3140.000 ELENCL~ 470.00 ELENCR= 470.00 32250.000 29.09 466.09 .00 .00 466.21 .12 .00 .30 460.50 36200.0 3135.5 12162.4 20902.1 2127.4 2909.0 13454.3 2759.1 399.9 460.00 · 81 1.47 4.18 1.55 .055 .045 .055 .000 437.00 3040.00 .000282 1. 1. 1. 4 0 0 .00 2892.37 5932.37 1490 NH CARD USED *SECNO 32305.000 32305.000 28.42 466.12 .00 .00 466.23 .11 .02 .00 465.00 36200.0 6018.0 10304.8 19877.1 4452.5 2659.1 9459.4 2781.2 404.2 460.00 .82 1.35 3.88 2.10 .055 .045 .054 .000 437.70 124.12 .000506 55. 55. 55. 0 0 0 .00 3852.65 3976.77 1490 NH CARD USED *SECNO 32725.000 KRATIO = 1.47 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE PJ%NGE, 32725.000 28.13 466.33 .00 .00 466.39 .06 .15 .01 463.00 36200.0 11145.0 8698.2 16356.8 7425.1 2992.8 11009.0 2982.4 443.7 461.00 · 89 1.50 2.91 1.49 .058 .045 .055 .000 438.20 .00 · 000235 380. 420. 520. 2 0 0 .00 3908.58 3908.58 05OCT95 20:15:18 PAGE PAGE 53 54 ************************************* HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ************************************* THIS RUN EXECUTED 05OCT95 NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST DENTON CREEK - TEXAS SU~WARY PRINTOUT SECNO CWSEL Q XLCH VCH TOPWID STC~L STCHR ELMIN SSTA ENDST 20:15:27 18440.000 449.70 12800.00 .00 5.71 18440.000 450.50 18200.00 .00 4.96 18440.000 452.11 20600.00 .00 2.78 18440.000 453.68 36200.00 .00 3.11 1975.68 2649.88 2803.63 3256.99 5480.00 5480.00 5480.00 5480.00 19230.000 450.05 12800.00 550.00 1.96 1946.48 5551.80 19230.000 450.80 18200.00 550.00 2.42 2183.17 5551.80 19230.000 452.22 20600.00 550.00 2.13 2551.93 5551.80 19230.000 453.82 36200.00 550.00 2.91 2862.57 5551.80 5585.00 5585.00 5585.00 5585.00 5900.00 5900.00 5900.00 5900.00 431.40 431.40 431.40 431.40 431.70 431.70 431.70 431.70 3750.00 3750.00 3750.00 3750.00 4000.00 4000.00 4000.00 4000.00 6519.25 6520.50 6553.63 7006.99 6830.45 6837.99 6849.79 6862.57 19330.000 450.06 12800.00 100.00 1.77 2346.07 5551.80 5965.00 431.70 4000.00 6820.00 19330.000 450.82 18200.00 100.00 2.18 2440.09 5551.80 5965.00 431.70 4000.00 6820.00 19330.000 452.24 20600.00 100.00 1.93 2631.85 5551.80 5965.00 431.70 4000.00 6820.00 19330.000 453.85 36200.00 100.00 2.65 2820.00 5551.80 5965.00 431.70 4000.00 6820.00 432.00 432.00 432.00 432.00 432.30 432.30 432.30 432.30 19930.000 450.08 12800.00 600,00 2.29 1125.86 5704.00 6190.00 19930.000 450.83 18200.00 600,00 2.99 1237.43 5704.00 6190.00 19930.000 452.23 20600.00 600.00 2.88 1559.24 5704.00 6190.00 19930.000 453.82 36200.00 600.00 4.21 1878.50 5704.00 6190.00 20980.000 450.14 12800.00 820.00 2.67 336.20 20980.000 450.93 18200.00 820.00 3.60 344.97 20980.000 452.29 20600.00 820.00 3.73 425.86 20980.000 453,87 36200.00 820.00 5.92 1362.65 5208.00 5208.00 5208.00 5208.00 1077.74 1074.48 1068.75 1062.19 1040,00 1040.00 1040.00 1040.00 1413.00 1413.00 1413.00 1413.00 6901.92 6920.83 6967.58 7086.50 1413.95 1419.44 1494.61 2424.85 20990.000 450.14 12800.00 10.00 2.67 336.29 1040.00 1413.00 432.30 1077.71 1414.00 20990.000 450.93 18200.00 10.00 3.60 345,08 1040.00 1413.00 432.30 1074.43 1419.52 20990.000 452.30 20600.00 10.00 3.73 420.53 1040.00 1413.00 432.30 1068.75 1489.28 20990.000 453.87 36200.00 10.00 5.94 477.57 1040.00 1413.00 432.30 1062,18 1539.75 21260.000 450.21 12800.00 380.00 2.41 394.66 1048.00 1522.00 432.50 1082.72 1518.75 21260.000 451.05 18200.00 380.00 3.22 405.03 1048.00 1522.00 432.50 1079.63 1519.47 21260.000 452.42 20600.00 380.00 3.31 421.96 1048.00 1522.00 432.50 1074.58 1520.64 21260.000 454.17 36200.00 380.00 5.19 508.31 1048.00 1522.00 432,50 1068.11 1586.81 TOPWID 20:15:18 05OCT95 ELMIN 433.70 433.70 433.70 433.70 STCHL 1061.00 1061.00 1061.00 1061.00 SECNO CWSEL Q XLCH VCH 3.09 4.13 4.27 6.73 SSTA 1098.41 1095.03 1089.53 1082.57 21635.000 450.21 12800.00 340.00 21635.000 451.05 18200.00 340.00 21635.000 452.41 20600.00 340.00 21635.000 454.14 36200.00 340.00 STCHR 1408.00 1408.00 1408.00 1408.00 302.02 307.07 315.29 334.12 ENDST 1400.42 1402.10 1404.82 1416.69 21645.000 450.21 12800.00 10.00 3.09 302.03 1061.00 1408.00 433.70 1098.40 1400.43 21645.000 451.05 18200.00 10.00 4.13 307.09 1061.00 1408.00 433.70 1095.02 1402.10 21645.000 452.42 20600.00 10.00 4.27 315.30 1061.00 1408.00 433.70 1089.53 1404.83 21645.000 454.15 36200.00 10.00 6,73 334.41 1061.00 1408,00 433.70 1082.55 1416.96 5094.00 5094.00 5094.00 5094.00 6610.00 6610.00 6610.00 6610.00 5260.00 5260.00 5260.00 5260.00 5060.00 5060.00 5060.00 5060.00 2495.20 2495.20 2495.20 2495.20 2495.20 2495.20 2495.20 2495.20 2619.58 2619.58 2619.58 2619.58 301.71 305.78 310.83 1461.55 364.41 476.75 672.51 1905.18 3.30 4.37 4.50 6.83 2.61 2.80 2.52 3.54 22370.000 450.36 12800.00 880.00 22370.000 451.30 18200.00 880.00 22370.000 452.65 20600.00 880.00 22370.000 454.73 36200.00 880.00 5460.00 5460.00 5460.00 5460.00 7000.00 7000.00 7000.00 7000.00 6940.00 6940.00 6940.00 6940.00 5200.00 5200.00 5200.00 5200.00 2742.67 2742.67 2742.67 2742.67 2780.00 2780.00 2780.00 2780.00 3100.00 3100.00 3100.00 3100.00 2941.00 2941.00 2941.00 2941.00 23800.000 23800.000 23800.000 23800.000 450.60 12800.00 1430.00 451.69 18200.00 1430.00 453.05 20600.00 1430.00 455.92 36200.00 1430.00 24400.000 450.89 12800.00 550.00 2.09 619.48 24400.000 452.17 18200.00 550.00 2.62 723.74 24400.000 · 453.48 20600.00 550.00 2.56 950.46 24400.000 456.30 36200.00 550.00 3.10 1628.37 24700.000 450.85 12800.00 350.00 2.88 345.79 24700.000 452.12 18200.00 350.00 3.75 461.45 24700.000 453.44 20600,00 350.00 3.86 523.44 24700.000 456.27 36200.00 350.00 5.35 1013.O0 5.25 6.67 6.83 9.94 4.21 5.32 5.48 7.85 432.50 432.50 432.50 432.50 433.30 433.30 433.30 433.30 431.50 431.50 431.50 431.50 433.90 433.90 433.90 433.90 434.40 434.40 434.40 434.40 434.60 434.60 434.60 434.60 436.30 436.30 436.30 436.30 435.20 435.20 435.20 435.20 2.35 2.62 2.51 2.86 5.53 6.45 6.06 5.56 25530.000 451.03 12800.00 700.00 25530.000 452.34 18200.00 700.00 25530.000 453.58 20600.00 700.00 25530.000 456.14 36200,00 700.00 25770.000 451.31 12800.00 240.00 25770.000 452.78 18200.00 240.00 25770.000 454.03 20600.00 240.00 25770.000 457.05 36200.00 240.00 26830.000 26830.000 26830.000 26830.000 451.79 13300.00 1050.00 453.48 18900.00 1050.00 454.74 21300.00 1050.00 458.35 36200.00 1050.00 5094.56 5094.00 5094.00 5094.00 5471.32 5467.00 5467.00 5467.00 5313.30 5293.36 5276,57 5268.42 4196.75 4191.67 4187.00 4187.00 2512.39 2507.18 2502.19 2494.00 2511.35 2505.46 2500,44 2494.00 2641.81 2635.04 2630.01 2619.58 2433,60 2426.96 2421.82 2416,98 * 28080.000 451.78 13300.00 900.00 * 28080.000 453.44 18900.00 900.00 * 28080.000. 454.73 21300.00 900.00 * 28080.000 458.47 36200.00 900.00 216.87 226.71 236.14 248.67 253.33 264.00 273.10 286.00 938.40 1150.50 1221.61 1519.14 241.79 779.64 957.86 1685.18 2416.98 2416.98 2416.98 2416.98 5396.27 5399.78 5404.83 6555.55 6745.04 6826.87 6928.50 7372.18 6810.24 6824.99 6864.54 6940.00 5190.35 5192.73 5195.20 5200.00 2729.25 2733.89 2738.33 2742.67 2764.67 2769.46 2773.54 2780.00 3973.86 3983.68 3990.97 4138.72 2929,26 3945.15 3985.31 4102.16 PAGE 55 i 05OCT95 20:15:18 PAGE 56 SECNO CWSEL Q XLCH VCH TOPWID STCHL STCHR ELMIN SSTA ENDST 28870.000 452.39 13300.00 610.00 28870.000 454,37 18900.00 610.00 28870.000 455.54 21300.00 610.00 28870,000 459.07 36200.00 610.00 29610.000 453.04 13300.00 650.00 29610,000 454.83 18900.00 650.00 29610.000 455.84 21300.00 650.00 29610.000 459.23 36200.00 650.00 30570.000 453.50 13300.00 900.00 30570.000 455.28 18900.00 900.00 30570.000 456.24 21300.00 900.00 30570.000 459.62 36200.00 900,00 5.21 4.77 4.12 3.51 4.14 4.38 4.25 4.76 4.85 5.16 5.03 5.40 1637.09 1833.33 2036.66 2456.57 910.16 961.95 996.35 1108.72 683.93 770.05 817.83 1440.04 31230.000 453.87 13300.00 620.00 5.75 239.20 31230.000 455.58 18900.00 620.00 6.90 404.87 31230.000 456.47 21300.00 620.00 7.08 499.97 31230.000 459.88 36200,00 620.00 7.83 1428.77 2319.00 2319.00 2319,00 23t9.00 2060.73 2060,73 2060.73 2060.73 3445.18 3445.18 3445.18 3445.18 3387.03 3387.03 3387.03 3387.03 2810.00 2810.00 2810.00 2810.00 2470.00 2470.00 2470.00 2470.00 4020.00 4020.00 4020.00 4020.00 3837.00 3837.00 3837.00 3837.00 436.30 436.30 436.30 436.30 437.40 437.40 437.40 437.40 438.23 438.23 438.23 438.23 438.10 438.10 438.10 438.10 2337.43 2329.48 2324.85 2319.00 2071.16 2064.02 2055.00 2055.00 3460.91 3453.80 3449.92 3445.00 3410.69 3403.89 3400.30 3387.00 4631.77 4712.26 4810.78 4873.04 3161.30 3173.79 3180.89 3204.62 4521.98 4543.32 4554.95 5907.32 3698.49 4411.69 4471.59 4919.72 32150.000 454.47 13300.00 920.00 8.81 144.44 3400.00 3525,00 437.00 3406.92 4384.87 32150.000 456.25 18900,00 920.00 10.93 233.15 3400.00 3525,00 437.00 3404.88 4393.76 32150.000 457.13 21300.00 920.00 11.49 257.41 3400.00 3525.00 437,00 3403.87 4398.14 32150.000 460.75 36200.00 920.00 12.96 1420.43 3400.00 3525.00 437.00 3040.00 4703.75 32200.000 454.04 13300.00 50,00 12.00 129.05 3390.50 3539.50 435.00 3412.86 4393.82 32200.000 455.70 18900.00 50.00 14.42 145.90 3390.50 3539.50 435.00 3407.88 4397.85 32200.000 456,56 21300.00 50.00 14.95 154.53 3390.50 3539.50 435.00 3405.30 4399.30 32200.000 459.20 36200.00 50.00 20.00 180.96 3390.50 3539.50 435.00 3397.39 4403.75 32230.000 454.16 13300.00 50.00 11.86 130.17 3390.50 3539,50 435.00 3412.53 4394,03 32230.000 455,99 18900.00 50.00 14.02 148.83 3390,50 3539.50 435.00 3407.01 4398.35 32230.000 456.91 21300.00 50.00 14.46 158.08 3390.50 3539,50 435.00 3404.24 4399.90 32230.000 462.74 36200.00 50.00 14.94 485.27 3390,50 3539.50 435.00 3050.00 4409,72 3525.00 3525.00 3525.00 3525.00 2325.00 2325.00 2325.00 2325.00 32250.000 455.98 9400.00 1.00 5.53 32250.000 458.61 13200.00 1.00 6.15 32250.000 459.80 14900.00 1.00 5.91 32250.000 466.09 36200.00 1.00 4.18 * 32305.000 455.39 9400.00 55.00 10.06 * 32305.000 458.39 13200.00 55.00 8.61 * 32305.000 459,62 14900,00 55.00 7.98 32305.000 466.12 36200.00 55.00 3.88 156.04 683.54 1123.80 2892.37 185.70 300.62 361.79 3852.65 437.00 437.00 437.00 437.00 437.70 437.70 437.70 437.70 438.20 438.20 438.20 438.20 3400.00 3400.00 3400.00 3400.00 2110.00 2110.00 2110.00 2110.00 1940.00 1940.00 1940.00 1940.00 * 32725.000 457.61 9400.00 420.00 4.69 630.91 * 32725.000 459.92 13200.00 420.00 4.13 1362.58 * 32725.000 460.93 14900.00 420.00 3.58 1484.95 * 32725.000 466.33 36200.00 420.00 2.91 3908.58 3405.19 3402.17 3040.00 3040.00 2173.84 2164.83 2161.13 124.12 1578.16 1571.23 1568.22 .00 I 05OCT95 20:15:18 DENTON CREEK - TEXAS Sb74~ARY PRINTOUT TABLE 100 2150.00 2150.00 2150.00 2150.00 4392.41 4560.66 4640.29 5932,37 3331.03 3346.80 3356.24 3976.77 3698.91 3816.14 3838.92 3908.58 SECNO EGLWC ELLC EGPRS ELTRD QPR QWEIR CLASS H3 DEPTH CWSEL 1 05OCT95 20: 15: 18 DENTON CREEK - TEXAS SU~4ARY PRINTOUT TABLE 150 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CR/WS EG 10*KS VCH AREA .01K 449.70 450.50 452.11 453.68 450.05 450.80 449.95 450.70 452.19 453.79 450.09 450.86 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 12800.00 18200.00 20600.00 36200.00 12800.00 18200.00 18440,000 2504.89 18440.000 4283.64 18440.000 9669.64 18440.000 16935.73 .00 .00 .00 ,00 26.11 18.05 4.54 4.57 .73 1.04 .00 .00 .00 .00 .00 .00 .00 .00 431.40 431.40 431.40 431.40 431.70 431.70 * 19230.000 14988.21 * 19230.000 17866.68 550.00 550.00 5.71 4.96 2.78 3.11 1.96 2.42 PAGE 57 VCH PAGE 58 3747.98 5640.28 10072.09 14825.81 9393.80 10951.42 * 19230.000 24344.94 * 19230.000 33410.98 19330.000 16449.32 19330.000 19620.34 19330.000 26609.84 19330.000 36291.35 19930.000 12971.83 19930.000 14559.83 * 19930.000 18005.92 * 19930.000 22911.50 20980.000 11852.38 20980.000 12880.05 20980.000 14776,39 20980.000 17187.85 20990.000 11862.77 20990.000 12894.01 20990.000 14776.97 20990.000 17150.61 21260.000 12456.46 21260.000 13551.36 21260.000 15450.16 21260.000 18098.57 21635.000 9972.17 21635.000 10889.61 21635.000 12463.03 21635.000 14611.95 21645.000 9973.58 21645.000 10892.20 21645.000 12465.79 21645.000 14618.72 i 05OCT95 SECNO .01K 22370.000 8927.18 22370.000 9941.25 22370.000 11495.79 22370.000 13110.41 23800.000 6611.89 23800.000 7464,03 23800.000 8982.80 23800.000 14587.29 550.00 550.00 100.00 100.00 100.00 100.00 600.00 600.00 600.00 600.00 820.00 820.00 820.00 820.00 10.00 10.00 10.00 10.00 380.00 380.00 380.00 380.00 340.00 340.00 340.00 340.00 10.00 10.00 10.00 10.00 20:15:18 XLCH 880.00 880.00 880.00 880.00 1430.00 1430.00 1430.00 1430.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ELTRD .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ,00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ,00 .00 .00 ,00 ,00 ELLC .00 .00 .00 .00 .00 .00 .00 .00 431.70 431.70 431.70 431.70 431.70 431.70 432.00 432.00 432.00 432.00 432.30 432.30 432.30 432.30 432.30 432.30 432.30 432.30 432.50 432.50 432.50 432.50 433.70 433.70 433.70 433.70 433.70 433.70 433.70 433.70 ELMIN 432.50 432.50 432.50 432.50 433.30 433.30 433.30 433.30 20600.00 36200.00 12800.00 18200.00 20600.00 36200.00 12800.00 18200.00 20600.00 36200.00 12800.00 18200.00 20600.00 36200.00 12800.00 18200.00 20600.00 36200.00 12800.00 18200.00 20600.00 36200,00 12800.00 18200.00 20600.00 36200.00 12800.00 18200.00 20600.00 36200.00 Q 12800.00 18200.00 20600.00 36200.00 12800.00 18200.00 20600.00 36200.00 452.22 453.82 450.06 450.82 452.24 453.85 450.08 450.83 452.23 453.82 450.14 450.93 452.29 453.87 450.14 450.93 452.30 453.87 450.21 451.05 452.42 454.17 450.21 451.05 452.41 454.14 450.21 451.05 452.42 454.15 CWSEL 450.36 451.30 452.65 454.73 450.60 451.69 453.05 455.92 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 . O0 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 CRIWS .00 .00 .00 ,00 .00 .00 .00 .00 452.27 453.91 450.10 450.87 452.28 453.92 450.16 450.97 452.35 454.06 450.25 451.13 452.51 454.41 450.25 451.13 452.51 454.42 450.30 451.21 452.59 454.59 450.36 451.32 452.70 454.84 450.36 451.32 452.70 454.85 ES 450.53 451.60 452.97 455.45 450.87 452.13 453.45 456.28 .72 1.17 .61 .86 .60 .99 .97 1.56 1.31 2.50 1.17 2.00 1.94 4.44 1.16 1.99 1.94 4.46 1.06 1.80 1.78 4.00 1.65 2.79 2.73 6.14 1.65 2.79 2.73 6.13 10*KS 2.06 3.35 3.21 7.62 3.75 5.95 5.26 6.16 2,13 2.91 1.77 2.18 1.93 2.65 2.29 2.99 2.88 4.21 2.67 3.60 3.73 5.92 2.67 3.60 3.73 5.94 2.41 3.22 3.31 5.19 3.09 4.13 4.27 6.73 3.09 4.13 4.27 6.73 VCH 3.30 4.37 4.50 6.83 2.61 2.80 2.52 3.54 14301.16 18675.82 10247.28 12063.93 15643.18 20104.59 6229.50 7123.30 9024,62 11820.78 4786.04 5053.52 5551,61 6486.24 4788.76 5057.13 5554.24 6262.56 5314.33 5649.86 6216.08 6986.30 4146.73 4401.86 4825.79 5379.76 4147.12 4402,57 4826.52 5381.43 PAGE 59 AREA 3879.47 4164.98 4582.40 5543.30 3251.88 3710.92 4480.10 8276.74 * 24400.000 12006.68 * 24400.000 13824.89 * 24400.000 16070.83 * 24400.000 23421.17 * 24700.000 6954.19 * 24700.000 8302.68 * 24700.000 9920.64 * 24700.000 14595,95 25530.000 5120.87 25530.000 5988.51 * 25530.000 6889.74 * 25530.000 9104.50 25770.000 6700.32 25770.000 7920.84 25770.000 9045.04 25770.000 12329.93 * 26830.000 10558.62 * 26830.000 13742.38 * 26830.000 16559.68 * 26830.000 27026.71 * 28080.000 4573.71 * 28080.000 5865.44 * 28080.000 7089.68 * 28080.000 13164.04 28870.000 4360.58 28870.000 7107.93 28870.000 9539.75 * 28870.000 20945.43 29610.000 6039.17 29610.000 8632.23 29610.000 10377.65 29610.000 17749.90 1 05OCT95 SECNO .01K 30570.000 5002.88 30570.000 7015.69 30570.000 8320,55 30570.000 14372.44 550.00 550.00 550.00 550.00 350.00 350.00 350.00 350.00 700.00 700.00 70O.OO 700.00 240.00 240.00 240.00 240.00 1050.00 1050.00 1050.00 1050.00 900.00 900.00 900.00 900.00 610.00 610.00 610.00 610.00 650.00 650.00' 650.00 650.00 20:15:18 XICH 900.00 900.00 900.00 900.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 . O0 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 . O0 ELTRD .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 . O0 ELLC .00 .00 .00 .00 431.50 431.50 431.50 431.50 433.90 433.90 433.90 433.90 434.40 434.40 434.40 434.40 434.60 434.60 434.60 434.60 436.30 436.30 436.30 436.30 435.20 435.20 435.20 435.20 436.30 436.30 436.30 436.30 437.40 437.40 437.40 437,40 ELMIN 438.23 438.23 438.23 438.23 12800.00 18200.00 20600.00 36200.00 12800.00 18200.00 20600.00 36200.00 12800.00 18200.00 20600.00 36200.00 12800.00 18200.00 20600.00 36200.00 13300.00 18900.00 21300.00 36200.00 13300.00 18900.00 21300.00 36200.00 13300.00 18900.00 21300.00 36200.00 13300.00 18900.00 21300.00 36200.00 13300.00 18900.00 21300.00 36200.00 13300.00 450.89 452.17 453.48 456.30 450.85 452.12 453.44 456.27 451.03 452.34 453.58 456.14 451.31 452.78 454.03 457.05 451.79 453.48 454.74 458.35 451.78 453.44 454.73 458.47 452.39 454.37 455.54 459.07 453.04 454.83 455.84 459.23 453.50 455.28 456.24 459.62 453.87 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ,00 ,00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 . O0 C~ .00 .00 .00 .00 .00 450.96 452.28 453.59 456.44 451.09 452.47 453.77 456.69 451.46 453.03 454.31 457.68 451.59 453.22 454.49 458.01 451.85 453.55 454.81 458.44 452.26 454.07 455.25 458.83 452.81 454.65 455.72 459.18 453.26 455.05 456.05 459.48 EG 453.81 455.61 456.55 459.96 454.38 1.14 1.73 1.64 2.39 3.39 4.81 4.31 6.15 6.25 9.24 8.94 15.81 3.65 5.28 5.19 8.62 1.59 1.89 1.65 1.79 8.46 10.38 9.03 7.56 9.30 7.07 4.99 2.99 4.85 4.79 4.21 4.16 10*KS 7.07 7.26 6.55 6.34 9.48 2.09 2.62 2.56 3.10 2.88 3.75 3.86 5.35 5.25 6.67 6.83 9.94 4.21 5.32 5.48 7.85 2.35 2.62 2.51 2.86 5.53 6.45 6.06 5.56 5.21 4.77 4.12 3.51 4.14 4.38 4.25 4.76 VCH 4.85 5.16 5.03 5.40 5.75 6113.65 6949.43 8034.46 11670.04 3379.19 3918.09 4569.22 6941.01 2438.27 2726.88 3015.48 3641.18 3043.71 3422.24 3757.40 4611.63 7787.20 9588.18 11091.68 15901.03 2403.44 3483.53 4587.85 9436.88 3041,73 6467.14 8707.05 16608.25 4562.26 6232.69 7224.31 10762.31 PAGE 60 3620.70 4913.39 5681.54 8951.59 2313.92 31230.000 620.00 .00 .00 438.10 4319.48 31230.000 620.00 .00 .00 438.10 18900.00 455.58 .00 5424.60 31230.000 620.00 .00 .00 438.10 21300.00 456.47 .00 5971.92 * 31230.000 620.00 ,00 .00 438.10 36200.00 459.88 .00 9047.67 32150.000 920.00 .00 .00 437.00 13300.00 454,47 .00 3432,18 32150.000 920.00 .00 .00 437.00 18900.00 456.25 .00 4135.88 32150.000 920.00 .00 .00 437.00 21300.00 457.13 .00 4537.11 32150.000 920.00 .00 .00 437.00 36200.00 460.75 459.96 7518.45 32200.000 50.00 463.60-999999.00 435.00 13300.00 454.04 .00 4287.13 32200.000 50.00 463.60-999999.00 435.00 18900.00 455.70 .00 5176.49 32200.000 50.00 463.60-999999.00 435.00 21300.00 456.56 .00 5697.14 * 32200.000 50.00 463.60-999999.00 435.00 36200.00 459.20 459.20 7542.68 32230.000 50.00 463.60-999999.00 435.00 13300.00 454.16 .00 4341.58 32230.000 50.00 463.60-999999.00 435.00 18900.00 455.99 .00 5348.86 32230.000 50.00 463.60-999999.00 435.00 21300.00 456.91 .00 5922.68 * 32230.000 50.00 463.60-999999.00 435.00 36200.00 462.74 459.20 10934.70 32250.000 1.00 .00 .00 437.00 9400.00 455.98 .00 3140.97 32250.000 1.00 .00 .00 437.00 13200.00 458.61 .00 4238.62 32250.000 1.00 .00 .00 437.00 14900.00 459.80 .00 5122.93 * 32250.000 1.00 .00 .00 437.00 36200.00 466.09 .00 21558.90 * 32305,000 55.00 .00 .00 437.70 9400.00 455.39 .00 1158.94 * 32305.000 55.00 .00 ,00 437,70 13200.00 458.39 .00 2038.33 * 32305.000 55.00 .00 .00 437.70 14900.00 459.62 .00 2565.75 32305.000 55.00 .00 .00 437.70 36200.00 466.12 .00 16088,38 * 32725.000 420.00 .00 .00 438.20 9400.00 457.61 .00 2932.74 * 32725.000 420.00 .00 .00 438.20 13200.00 459.92 .00 4882.82 * 32725.000 420.00 .00 .00 438.20 14900.00 460.93 .00 6071.69 * 32725.000 420.00 .00 .00 438.20 36200.00 466.33 .00 23615.54 I 05OCT95 20: 15: 18 DENTON CREEK - TEXAS SU~WARY PRINTOUT TABLE 150 SECNO Q CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 18440.000 12800.00 449.70 .00 .00 .00 1975.68 .00 18440.000 18200.00 450.50 .80 .00 .00 2649.88 .00 18440.000 20600.00 452.11 1.61 .00 1.41 2803.63 .00 18440.000 36200.00 453.68 1.57 .00 1.88 3256.99 .00 * 19230.000 12800.00 450.05 .00 .35 .00 1946.48 550.00 * 19230.000 18200.00 450.80 .75 .30 .00 2183.17 550.00 * 19230.000 20600.00 452.22 1.42 .11 .00 2551.93 550.00 * 19230.000 36200.00 453,82 1.60 .14 .00 2862.57 550.00 19330.000 12800.00 450,06 .00 .01 .00 2346,07 100.00 19330.000 18200.00 450.82 .76 .02 .00 2440,09 100.00 19330.000 20600.00 452.24 1.42 .01 .00 2631.85 100.00 19330.000 36200.00 453.85 1.61 .03 .00 2820.00 100.00 19930.000 12800.00 450.08 .00 .02 .00 1125.86 600.00 19930.000 18200.00 450.83 .76 .01 .00 1237.43 600.00 * 19930.000 20600.00 452.23 1.40 .00 .00 1559.24 600.00 * 19930.000 36200.00 453.82 1.59 -.03 .00 1878.50 600.00 456.31 457.24 460.72 455.67 458.08 459.12 462.87 456.22 458.80 459,87 465.03 456.28 458.92 460.00 465.90 456.45 459.15 460.27 466.21 456.85 459.39 460.46 466.23 457.86 460.10 461.05 466.39 12.14 12.72 16.01 15.02 20.88 22.04 23.18 9.62 13.33 13.98 23.03 9.38 12.49 12.93 10.96 8.96 9.70 8.46 2.82 65.79 41.94 33.72 5.06 10.27 7.31 6.02 2.35 6.90 7.08 7.83 B.B1 10.93 11.49 12.96 12.00 14.42 14.95 20.00 11.86 14.02 14.46 14.94 5.53 6.15 5.91 4.18 10.06 8.61 7.98 3.88 4.69 4.13 3.58 2.91 2789.48 3193.22 6001.70 1555.37 1842.69 2057.61 4976.93 1163.88 1391.76 1521.09 1963.27 1178.14 1434.85 1576.40 2977.14 1782.06 2652,02 3778.35 18490.71 1030.48 1765.94 2169.86 16571.08 2905.64 4876.27 6325.46 21426.89 PAGE 61 20980.000 20980.000 20980.000 20980.000 20990.000 20990,000 20990.000 20990.000 21260.000 21260.000 21260.000 21260.000 21635.000 21635.000 21635.000 21635.000 21645.000 21645.000 21645.000 21645.000 05OCT95 SECNO 22370.000 22370.000 22370.000 22370.000 23800.000 23800.000 23800.000 23800.000 24400.000 24400.000 24400.000 24400.000 24700.000 24700.000 24700.000 24700.000 25530.000 25530.000 25530.000 25530.000 25770.000 25770.000 25770.000 25770.000 26830.000 26830.000 26830.000 26830.000 28080.000 28080.000 28080.000 28080.000 28870.000 28870,000 28870.000 28870,000 29610.000 29610.000 29610.000 29610.000 05OCT95 SECNO 30570.000 30570.000 30570.000 30570.000 12800.00 18200.00 20600.00 36200.00 12800.00 18200.00 20600.00 36200.00 12800.00 18200.00 20600.00 36200.00 12800.00 18200,00 20600.00 36200.00 12800.00 18200.00 20600.00 36200.00 20:15:18 12800.00 18200.00 20600.00 36200.00 12B00.00 18200.00 20600.00 36200.00 12800,00 18200.00 20600.00 36200.00 12800.00 18200.00 20600.00 36200.00 12800.00 18200.00 20600.00 36200.00 12800.00 18200.00 20600.00 36200.00 13300.00 18900.00 21300.00 36200.00 13300.00 18900.00 21300.00 36200.00 13300.00 18900.00 21300.00 36200.00 13300.00 18900.00 21300.00 36200.00 20:15:18 13300.00 18900.00 21300.00 36200.00 450.14 450.93 452.29 453.87 450.14 450.93 452.30 453.87 450.21 451.05 452.42 454.17 450.21 451.05 452.41 454.14 450.21 451.05 452.42 454.15 CWSEL 450.36 451.30 452.65 454.73 450.60 451.69 453.05 455.92 450.89 452.17 453.48 456.30 450.85 452.12 453.44 456.27 451.03 452.34 453.58 456.14 451.31 452.78 454.03 457.05 451.79 453.48 454.74 458.35 451,78 453.44 454.73 458.47 452.39 454.37 455.54 459.07 453.04 454.83 455.84 459.23 CWSEL 453.50 455,28 456.24 459.62 .00 .79 1.37 1.58 .00 .79 1.37 1.58 .00 .84 1.37 1.75 .00 .84 1.36 1.73 .00 .84 1.36 1.73 DIF~SP .00 .94 1,35 2.08 .00 1.09 1.36 2.88 .00 1.28 1.31 2.81 .00 1.27 1.32 2.82 .00 1.30 1.25 2.56 .00 1.46 1.25 3.02 .00 1.69 1.26 3.61 .00 1.66 1.29 3.74 .00 1,98 1.16 3.54 .00 1.78 1.01 3.39 DI~SP .00 1.78 .96 3.39 .O7 .10 .06 .05 .00 336.20 820.00 .00 344.97 820.00 .00 425.86 820.00 ,00 1362.65 820.00 .00 .00 336.29 10.00 .00 .00 345.08 10.00 .00 .00 420.53 10.00 .00 .00 477.57 10.00 .07 .12 .12 .30 .00 .00 .00 -.03 DIFWSX .00 .00 .00 .01 .15 .25 .24 .59 .24 .39 .39 1.19 .29 .48 .44 .37 -,04 -,05 -.04 -.03 .18 .21 .14 -.13 .28 .44 .44 .91 .48 .71 .72 1.30 -.01 -.04 -.01 .11 .61 .93 .B1 .60 .65 .45 .31 .16 DI~WSX .00 394.66 380.00 .00 405.03 380.00 .00 421.96 380.00 .00 508.31 380.00 .00 .00 .00 .00 DIFKWS .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 DI FKWS .00 .00 .00 .00 .46 .45 .39 ,39 .00 .00 .00 .00 302.02 307.07 315.29 334,12 302.03 307.09 315.30 334.41 TOPWID 301.71 305.78 310.83 1461.55 364.41 476.75 672.51 1905.18 619.48 723.74 950.46 1628.37 345.79 461.45 523.44 1013.00 216.87 226.71 236.14 248.67 253.33 264.00 273.10 286.00 938.40 1150.50 1221.61 1519.14 241.79 779.64 957.86 1685.18 1637.09 1833.33 2036.66 2456.57 910.16 961.95 996.35 1108.72 TOPWID 683.93 770.05 817.83 1440.04 340.00 340.00 340.00 340.00 10.00 10.00 10.00 10.00 XLCH 880.00 880.00 880.00 880.00 1430.00 1430.00 1430.00 1430.00 550.00 550,00 550.00 550.00 350.00 350.00 350.00 350.00 700.00 700.00 700.00 700.00 240.00 240.00 240.00 240.00 1050.00 1050.00 1050.00 1050.00 900.00 900.00 900.00 900.00 610.00 610.00 610.00 610.00 650.00 650.00 650.00 650.00 KLCH 900.00 900.00 900.00 900.00 PAGE PAGE 62 63 31230.000 13300.00 453.87 .00 .37 .00 239.20 620.00 31230.000 18900.00 455.58 1.71 .30 ,00 404.87 620.00 31230.000 21300.00 456.47 .90 .24 .00 499.97 620.00 31230.000 36200.00 459.88 3.40 .26 .00 1428,77 620.00 32150.000 13300.00 454.47 ,00 .60 .00 144.44 920,00 32150.000 18900.00 456.25 1.78 .68 .00 233.15 920.00 32150.000 21300.00 457.13 .88 .65 .00 257.41 920.00 32150.000 36200.00 460.75 3.63 .88 .00 1420.43 920.00 32200.000 13300.00 454.04 .00 -.43 .00 129.05 50.00 32200.000 18900.00 455.70 1.65 -.56 .00 145.90 50.00 32200.000 21300.00 456.56 .86 -.57 .00 154.53 50.00 32200.000 36200.00 459.20 2.65 -1.55 .00 180.96 50.00 32230.000 13300.00 454.16 .00 .11 .00 130.17 50.00 32230.000 18900.00 455.99 1.84 .30 .00 148.83 50.00 32230.000 21300.00 456.91 .92 .36 .00 158.08 50.00 32230.000 36200.00 462.74 5.83 3.54 .00 485.27 50.00 32250.000 9400.00 455.98 .00 1.82 .00 156.04 1.00 32250.000 13200.00 458.61 2.63 2.62 .00 683.54 1.00 32250.000 14900.00 459.80 1.19 2.89 .00 1123.80 1.00 32250.000 36200.00 466.09 6.29 3.35 .00 2892.37 1.00 * 32305.000 9400.00 455.39 .00 -.60 .00 185.70 55.00 * 32305.000 13200.00 458,39 3,00 -.22 .00 300.62 55,00 * 32305.000 14900.00 459.62 1.23 -.18 .00 361,79 55.00 32305.000 36200.00 466.12 6.49 .03 .00 3852.65 55.00 * 32725.000 9400.00 457.61 .00 2.23 .00 630.91 420.00 * 32725.000 13200.00 459.92 2.31 1.53 .00 1362.58 420.00 * 32725.000 14900.00 460.93 1.00 1.30 .00 1484.95 420.00 * 32725.000 36200.00 466.33 5.40 .21 .00 3908.58 420.00 05OCT95 20:15:18 PAGE 64 SUMMARY OF ERRORS AND SPECIAL NOTES WARNING SECNO- 19230.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 19230.000 PRDFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 19230,000 PROFILE~ 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 19230.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 19930.000 PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO~ 19930.000 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 24400.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 24400.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 24400.000 PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO~ 24400.000 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 24700.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 24700.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 24700.000 PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 24700.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 25530.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNC= 25530.000 PRDFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO~ 26830.000 PROFILE- 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE W~RNING SECNO- 26830.000 PROFILE- 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO' 26830.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 26830.000 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 28080.000 PROFILE- I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE S%~RNING SECNO= 28080.000 PROFILE~ 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 28080.000 PROFILE- 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ~4AP~NING SECNO- 28080.000 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO- 28870.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO~ 31230.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CAUTION SEEN(3= 32200.000 PROFILE~ 4 CRITICAL DEPTH ASSUMED CAUTION SEENO~ 32200.000 PROFILE= 4 MINIMUM SPECIFIC ENERGY CAUTION SECNO- 32230.000 PROFILE= 4 WARNING SEENO~ 32230.000 PROFILE- 4 WARNING SECNO- 32250.000 PROFILE- WARNING SECNO- 32305.000 PROFILE- WAP~ING SECNO~ 32305.000 PROFILE- ~ARNING SECNO- 32305.000 PROFILE- WARNING SEEN(>' 32725.000 PROFILE- 20 TRIALS ATTENPTED TO BALANCE WSEL CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WAI~NING SECNO= 32725.000 WARNING SECNO= 32725.000 WARNING SECNO= 32725.000 1 05OCT95 20:15:18 PROFILE= PROFILE- PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PAGE 65 * HEC-2 WATER SURFACE PROFILES * * Version 4,6.2; [~y 1991 * ~ RUN DATE 05OCT95 TIME 20:17:13 * * U.S. ARMY CORPS OF ENGINEERS * * HYDROLOGIC ENGINEERING CENTER * 609 SECOND STREET, SUITE D * * DAVIS, CALIFORNIA 95616-4687 * * (916) 756-1104 *************************************** 05OCT95 20:17:13 X X XXXXXXX XXXXX X X X X X X X X X XXXXXXX XXXX X X X X X X X X X X X X XXXXXXX XXXXX XXXXX X×XXX X X XXXXX X X XXXXXXX PAGE 1 ************************************* HEC-2 WATER SURFACE PRDFILES Version 4.6.2; l~y 1991 THIS RUN EXECUTED 05OCT95 20:17:13 TI T2 T3 DENTON CREEK - EXISTING (Modified K-H F.I.S. encroachment model) DENTON CREEK - 100 YR DISCHARGE PROFILE DENTON CREEK, TEXAS #DENCEF.DAT" CORR. EFFECTV FLOODWAY MODEL J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL 0 4 0 0 0 0 0 0 452.11 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM 1 0 -1 J3 VARIABLE CODES FOR SU~VL%RY PRINTOUT 38 1 50 53 54 21 22 4 t10 200 ITRACE 43 NC .035 .055 .045 .1 .3 QT 8 20600 20600 20600 20600 20600 20600 20600 20600 ET 3750 7650 2.1 7.1 3750 5585 X1 18440 33 5480 5585 10000 4500 5880 GR 460 1000 448 1300 448 1800 447 2250 445 GR 440 2330 440 2500 445 2600 448 2750 448 GR 450 5350 451 5460 449 5480 446 5515 440 GR 434 5535 431.4 5545 431.4 5555 447 5560 451 GR 450 5700 450 5850 448 5920 448 6125 450 GR 450 6500 448 6508 448 6515 450 6520 452 GR 454 7100 460 7440 476 7650 42 2300 5250 5525 5585 6130 6522 NC .035 .055 .035 .1 .3 ET 4000 6880 2.1 7.1 4000 5900 X1 19230 59 5551.8 5900 550 550 550 GR 454 1000 450 1050 448 1070 447.6 1750 447 2210 GR 446 2410 445 2450 443 2600 443 2670 445 2680 GR 445 2710 445 2860 444 2900 443 2920 445 2960 GR 446 2970 446 3020 445 3040 443 3070 447 3100 GR 446.7 3250 447 3350 447 3500 446 3550 444 3600 GR 447 3650 446 3710 446 3850 447 3940 447 4050 GR 446 4080 446 4160 446 4450 445 4550 446 4700 GR 447 4740 447 4800 4~7.3 5010 448 5040 448.0 5280 GR 448.0 5490 448.0 5551.8 431.7 5627 431.7 5767 447 5812 GR 447.0 5820 440 5830 431.7 5845 440 5855 452 5900 GR 453.5 6100 451.5 6300 451.2 6370 452 6430 450.8 6550 GR 450 6790 450 6830 451 6840 456 6880 1 05OCT95 20:17:13 PAGE NC .035 .055 .035 .1 .3 ET 4000 6820 2.1 7.1 4000 5965 Xl 19330 65 5551.8 5965 100 350 100 X4 1 450 6440 GR 454 1000 450 1050 448 1070 447.6 1750 GR 446 2410 445 2450 443 2600 443 2670 GR 445 2710 445 2860 444 2900 443 2920 447 2210 445 2680 445 2960 GR 446 GR 446.7 GR 447 GR 446 GR 447 GR 448.0 GR 448.0 GR 453 GR 450 GR 452 NH 5 NH 7350 ET X1 19930 GR 454.3 GR 448 GR 449 GR 447 GR 445 GR 447 GR 448.5 GR 432 GR 437 GR 452 GR 454 2970 446 3020 445 3040 443 3070 447 3100 3250 447 3350 447 3500 446 3550 444 3600 3650 446 3710 446 3850 447 3940 447 4050 4080 446 4160 446 4450 445 4550 446 4700 4740 447 4800 447.3 5010 448 5040 448.0 5280 5490 448.0 5551.8 431.7 5617 431.7 5777 448 5842.2 5860 445 5870 440 5880 431.7 5897 440 5915 5965 453 5975 452 6205 451 6315 450 6435 6800 450 6840 449 6845 450 6850 450 6892 6942 454 6980 455 7915 455 8215 460 8250 · 045 5704 .035 5996 .045 6070 .035 6190 .055 5208 7350 2.1 7.1 5208 6190 53 5704 6190 600 420 600 1000 450 1040 448 1160 449 1190 449 1210 1220 448 1320 449 1330 450 1460 450 1520 1530 447.2 1900 447 2170 446.2 2280 446.4 2420 2540 447 3070 446.3 3240 446 3350 445 3360 3370 446 3380 447 3460 447.5 3750 447 4070 4090 448 4150 448.5 4300 448.5 4660 448.5 4960 5130 448,5 5400 448.5 5600 448.5 5700 448.5 5704 5770 432 5930 448.5 5996 448.5 6050 448.5 6070 6110 432 6130 437 6150 453 6190 453 6220 6440 452 6520 450 6760 450 6900 452 6950 7100 456 7250 458 7350 NC .055 .055 .035 .1 .3 ET 1040 1580 2.1 2.1 X1 20980 20 1040 1413 870 250 820 GR 452 1000 458 1035 458.1 1040 458 1045 432,3 1152 GR 432.3 1312 435 1365 440 1385 450 1413 451 1420 GR 452 1432 452.7 1580 452 1711 451.5 2000 450.8 2255 GR 452 2405 454 2440 456 2460 458 2480 460 2525 ET 1040 1580 2.1 2.1 1040 1580 X1 20990 23 1040 1413 10 10 10 GR 452 1000 458 1035 458.1 1040 458 1045 432.3 GR 432.3 1312 435 1365 440 1385 450 1413 451 GR 452 1432 452.1 1457 448.1 1473 448.1 1483 454.1 GR 454.6 1557 455.5 2000 455.8 2255 455 2405 455 GR 456 2460 458 2480 460 2525 1 05OCT95 20:17:13 1152 1420 1547 2440 PAGE ET X1 21260 GR 452 GR 432.5 GR 433 GR 453.6 GR 455.9 GR 460 ET X1 21635 GR 452 GR 433.7 GR 451.5 GR 454.9 GR 456 ET X1 21645 GR 452 GR 433.7 GR 452.0 GR 456 NH 5 NH 6780 ET X1 22370 GR 460 GR 450 GR 450.5 GR 432.5 GR 454.5 GR 457 1 05OCT95 SECNO Q TIME SLOPE *PROF 1 1048 1522 2.1 2.1 26 1048 1522 380 390 380 1000 458 1042 458.4 1048 458 1054 432.5 1148 1314 450 1382 455.5 1403 450 1425 433 1455 1480 435 1500 440 1510 454 1522 454 1533 1552 448.85 1571 448.85 1581 455.6 1635 455.6 1700 2335 456 2430 456 2445 456 2495 458 2563 2600 1061 1408 7.1 2.1 1061 1528 23 1061 1408 340 400 340 1000 458 1055 458,6 1061 458 1067 433.7 1340 435 1370 454 1408 454,8 1458 451.5 1573 454.6 1584 454.7 1594 454.8 1596 454.9 1630 454.90 1640 455.8 2100 455.0 2290 455,0 2422 458 2530 460 2570 1061 1408 7.1 2.1 1061 1528 18 1061 1408 10 10 10 1000 458 1055 458.6 1061 458 1067 433.7 1340 435 1370 454 1408 455.8 1520 454 1800 452.0 1800 451.8 2100 452.0 2290 454 2422 458.0 2530 460 2570 .05 1300 .06 5094 .035 5460 .055 6610 5094 6780 2.1 7.1 5094 5460 28 5094 5460 880 480 880 1000 449 1300 449 1750 448 1950 448 2950 450 3670 449 4010 448 4070 449.5 4970 450.5 5094 434.04 5160 434.04 5220 434.04 5320 435 5345 445 5360 446 5380 452.7 5460 454 5870 452.5 6310 452 6480 453.5 6610 459.5 6630 466 6780 20:17:13 DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK A.LOB XNL ITKIAL EG ACH XNCH IDC HV AROB ~NR ICONT HL VOL WTN CORAR OLOSS TWA ELMIN TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST 1165 1471 1600 2355 1165 1600 2355 .O5 2550 4370 5280 5405 6550 PAGE 4 CCHV= .100 CEHV= .300 *SECNO 18440.000 3470 ENCROACHMENT STATIONS= 3750.0 7650.0 TYPE= 1 TARGET= 18440.000 20.71 452.11 .00 .00 452.19 .08 20600.0 15160.6 2633.5 2805.9 6695.3 947.0 2431.3 .00 2.26 2.78 1.15 .035 .045 .055 .000454 10000. 5880. 4500. 0 0 0 CCHV= .100 CEHV= .300 *SECNO 19230.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 3470 ENCROACHMENT STATIONS= 4000.0 6880.0 TYPE= 1 TARGET= 19230.000 20.52 452.22 .00 .00 452.27 .05 20600.0 9309.8 11057.4 232.8 8323.8 5201.7 777.0 .09 1.12 2.13 .30 .035 .035 .055 .000072 550. 550. 550. 2 0 0 CCHV= .100 CEHV= .300 *SECNO 19330.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 4000.0 6820.0 TYPE= 1 TARGET= 19330.000 20.54 452.24 .00 .00 452.28 .04 20600.0 8593.5 11620.3 386.3 8345.7 5993.3 1157.9 .11 1.03 1.94 .33 .035 .035 .055 .000060 100. 100. 350. 2 0 0 1 05OCT95 20:17:13 SECNO DEPTH CWSEL CRIWS WSELK EG h'V Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 1490 NH CARD USED *SECNO 19930,000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRAT I0 = 3470 ENCROACHMENT STATIONS= 5208.0 7350.0 TYPE= 1 TARGET= 19930.000 20.24 452.24 .00 .00 452.35 .12 20600.0 1676.5 18628.0 295.6 1852.6 6475.0 698.0 .17 .90 2.88 .42 .045 .033 .055 .000131 600. 600. 420. 2 0 0 CCHV= .100 CEHV= .300 *SECNO 20980.000 3470 ENCROACHMENT STATIONS= 1040.0 1580.0 TYPE= 1 TARGET= 20980.000 20.00 452.30 .00 .00 452.51 .22 20600.0 .0 20589.0 11.0 .0 5520.5 31,5 · 23 .00 3.73 .35 .000 .035 .055 .000194 870. 820. 250. 0 0 0 *SECNO 20990.000 3470 ENCROACHMENT STATIONS= 1040.0 1580.0 TYPE= 1 TARGET= 20990.000 20.00 452.30 .00 .00 452.51 .21 20600.0 .0 20468.9 131.1 .0 5520.4 199.4 .23 .00 3.71 .66 .000 .035 .055 .000192 10. 10. 10. 0 0 0 1 TARGET= *SECNO 21260.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 1048.0 1522.0 TYPE= 3900.000 .00 .00 449.00 .0 .0 451.00 .000 431.40 3750.00 .00 2803.79 6553.79 2.52 2880.000 .08 .00 448.00 153.9 33.8 452.00 .000 431.70 4000.00 .00 2552.05 6849.79 2820.000 .01 .00 448.00 193.6 43.6 453.00 .00O 431.70 4000.00 .00 2631.83 6820.00 HL OLOSS L-BANK ELEV VOL T~A R-BANK ELEV WTN ELMIN SSTA CORAR TOPWID ENDST 2142.000 .05 .02 448.50 358.7 69.8 453.00 .000 432.00 5208.00 · 00 1559.43 6967.63 540.000 · 13 .03 458.10 492.2 84.5 450.00 · 000 432.30 1068.74 · 00 426.04 1494.78 540.000 .00 .00 458.10 493.5 84.6 450.00 .000 432.30 1068.74 .00 459.02 1527.77 474.000 PAGE 21260.000 19.92 452.42 .00 .00 452.59 .17 20600.0 .0 20600.0 .0 .0 6216.2 .0 .27 .00 3.31 .00 .000 .035 .000 · 000178 380. 380. 390. 2 0 0 1 05OCT95 20: 17: 13 SECNO DEPTH CWSEL CR_IWS WSELK ES HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOSR ITRIAL IDC ICONT *SECNO 21635.000 3265 DIVIDED ~"LOW 3470 ENCROACHMENT STATIONS= 1061.0 1528.0 TYPE= 1 TARGET- 21635.000 18.71 452.41 .00 .00 452.70 .28 20600.0 .0 20578.0 22.1 .0 4826.1 53.7 .29 .00 4.26 .41 .000 .035 .055 .000273 340. 340. 400. 2 0 0 *SECNO 21645.000 3470 ENCROAC~4MENT STATIONS= 1061.0 1528.0 TYPE~ 1 TARGET~ 21645.000 18.72 452.42 .00 .00 452.70 .28 20600.0 .0 20600.0 .0 .0 4826.8 .0 .29 .00 4.27 .00 .000 .035 .000 .000273 10. 10. 10. 0 0 0 1490 NH CARD USED *SECNO 22370.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 5094.0 6780.0 TYPE- I TARGET- 22370.000 20.15 452.65 .00 .00 452.97 .31 20600.0 .0 20579.2 20.8 .0 4582.5 82.2 .34 .00 4.49 .25 .000 .035 .055 .000320 880. 880. 480. 2 0 0 1 05OCT95 20:17:13 T1 DENTON CREEK - ENCROACI-~qENT T2 DENTON CREEK - 100 YR DISCHARGE PROFILE T3 DENTON CREEK, TEXAS FILE: 92063ENC.DAT J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q 0 6 0 0 0 0 0 J2 NP~DF IPLOT PRFVS XSECV XSECH FN ALLDC IBW 15 0 -1 .07 .00 458.40 545.6 88.4 100000.00 .000 432.50 1074.58 .00 421.96 1520.64 HL OLOSS L-BANK ELEV VOL TWA R-BANK ELEV WTN ELMIN SSTA CORAR TOPWID ENDST 467.000 .07 .03 458.60 588.9 91.6 454.00 .000 433.70 1089.53 · 00 375.89 1528.00 467,000 · 00 .00 458.60 590.0 91.7 454.00 .000 433.70 1089.52 .00 315.31 1404.83 1686.000 .26 .01 450.50 685.5 99.4 454.50 · 000 432,50 5094.00 .00 556.58 6510.53 WSEL FQ 0 453.12 CHNIM ITRACE PAGE PAGE 05OCT95 20:17:13 SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH KLOBR ITKIAL IDC ICONT *PROF 2 0 CCHVs .100 CERV- .300 *SECNO 18440.000 3470 ENCROACHMENT STATIONS= 3750.0 18440.000 21.72 453.12 .00 20600.0 18066.9 2533.1 .0 .00 2.14 2.41 .00 .000302 -10000. 5880. 4500. 5585.0 TYPE= t TARGET- 452.11 453.19 .07 8442.6 1053.1 .0 .035 .045 .000 0 0 0 HL OLOSS L-BANK ELEV VOL T~A R-BANK ELEV WTN ELMIN SSTA CORAR TOPWID ENDST 1835.000 .00 .00 449.00 .0 .0 100000.00 .000 431.40 3750.00 .00 1835.00 5585.00 PAGE CCHV= .100 CEHV- .300 *SECNO 19230.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, R'RATIO = 3470 ENCROACHMENT STATIONS= 4000.0 5900.0 TYPE= 1 TARGET= 19230.000 21.52 453.22 .00 452.22 453.25 .04 20600.0 10303.6 10296.4 .0 9866.1 5547.7 .0 .11 1.04 1.86 .00 .035 .035 .000 .000050 550. 550. 550. 2 0 0 CCHV= .100 CEHV= .300 *SECNO 19330.000 3470 ENCROACHMENT STATIONS= 4000.0 5965.0 TYPE- 1 TARGET= 19330.000 21.53 453.23 .00 452.24 453.26 .03 20600.0 9629.6 10970.4 .0 9880.1 6400.8 .0 .13 .97 1.71 .00 .035 .035 .000 .000044 100. 100. 350. 2 0 0 1490 NH CARD USED *SECNO 19930.000 1530 MANNINGS N VALUES FOR CKANNEL COMPOSITED 3302 SqARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 1 05OCT95 20:17:13 KRATIO = SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 2.45 1900.000 .06 .00 448.00 157.3 23.6 100000.00 .000 431.70 4000.00 .00 1900.00 5900.00 1965.000 .00 .00 448.00 193.6 28.0 100000.00 .000 431.70 4000.00 .00 1965.00 5965.00 .60 HL OLOSS L-BANK ELEV VOL TWA R-BANK ELEV WTN ELMIN SSTA CORAR TOPWID ENDST PAGE 3470 ENCROACHMENT STATIONS= 5208.0 6190.0 TYPE- 1 TARGET= 19930.000 21.22 453.22 .00 452.24 453.32 .10 20600.0 2398.1 18201.9 .0 2342.5 6954.3 .~0 .19 1.02 2.62 .00 .045 .037 .000 .000123 600. 600. 420. 2 0 0 CCHV= .100 CEHV- .300 *SECNO 20980.000 3470 ENCROACHMENT STATIONS= 1040.0 1580.0 TYPE- 1 TARGET= 20980.000 20.97 453.27 .00 452.30 453.46 .19 20600.0 .0 20531.7 68.3 .0 5859.8 177.9 .26 .00 3.50 .38 .000 .035 .055 .000161 870. 820. 250. 0 0 0 *SECNO 20990.000 3470 ENCROACHMENT STATIONS- 1040.0 1580.0 TYPFz~ 1 TARGET= 20990.000 20.98 453.28 .00 452.30 453.46 .19 20600.0 .0 20384.0 216.0 .0 5858.6 316.5 .26 .00 3.48 .68 .000 .035 .055 .000159 10. 10. 10. 0 0 0 *SECNO 21260.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 1048.0 1522.0 TYPE= 1 TARGET= 21260.000 20.88 453.38 .00 452.42 453.53 .15 20600.0 .0 20600.0 .0 .0 6626.4 .0 .29 .00 3.11 .00 .000 .035 .000 .000149 380. 380. 390. 2 0 0 *SECNO 21635.000 3470 ENCROACHMENT STATIONS- 1061.0 1408.0 TYPE= 1 TARGET= 21635.000 19.67 453.37 .00 452.41 453.62 .25 20600.0 .0 20600.0 .0 .0 5129.8 .0 .32 .00 4.02 .00 .000 .035 .000 .000229 340. 340. 400. 2 0 0 1 050CT95 20:17:13 982.000 .04 .02 448.50 369.8 48.3 100000.00 .000 432.00 5208.00 .00 982.00 6190.00 540.000 .12 .03 458.10 514.3 61.6 450.00 .000 432.30 1064.67 .00 515.33 1580.00 540.000 .00 .00 458.10 515.7 61.7 450.00 .000 432.30 1064.68 .00 473.50 1538.18 474.000 .06 .00 458.40 571.6 65.7 100000.00 .000 432.50 1071.05 .00 433.81 1521.46 347.000 .06 .03 458.60 617.5 68.6 100000.00 .000 433.70 1085.68 .00 321.05 1406.73 PAGE 10 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 21645.000 3470 ENCROACHMENT STATIONS= 1061.0 21645.000 19.67 453.37 .00 20600.0 .0 20600.0 .0 .32 .00 4.02 .00 .000228 10. 10. 10. 1490 NH CARD USED *SECNO 22370.000 3470 ENCROACHMENT STATIONS= 5094.0 22370.000 21.08 453.58 .00 20600.0 .0 20600.0 .0 .38 .00 4.22 .00 .000291 880. 880. 480. 1 05OCT95 20:17:13 1408.0 TYPE= I TARGET- 452.42 453.62 .25 .0 5130.4 .0 .000 .035 .000 0 0 0 5460.0 TYPE= 1 TARGET- 452.65 453.85 .28 .0 4881.6 .0 · 000 .035 .000 2 0 0 347.000 .00 .00 458.60 618.6 68.7 100000.00 .000 433.70 1085.67 .00 321.06 1406.74 366.000 .23 .01 450.50 719.8 75.4 100000.00 .000 432.50 5094.00 .00 337.82 5431.82 PAGE 11 THIS RUN EXECUTED 05OCT95 ************************************* HEC-2 ~ATER SURFACE PROFILES Version 4.6.2; May 1991 ************************************* NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SU~4ARY OF ERRORS LIST DENTON CREEK, TEXAS S U~4ARY PRINTOUT SECNO CWSEL DI~WSP SSTA ENDST STCHL STCHR TOPWID Q ELMIN 18440.000 452.11 .00 3750.00 6553.79 5480.00 5585.00 2803.79 20600.00 431.40 18440.000 453.12 1.01 3750.00 5585.00 5480.00 5585.00 1835.00 20600.00 431.40 19230.000 452.22 .00 4000.00 6849.79 5551.80 5900.00 2552.05 20600.00 431.70 19230.000 453.22 .99 4000.00 5900.00 5551.80 5900.00 1900.00 20600.00 431.70 19330.000 452.24 .00 4000.00 6820.00 5551.80 5965.00 2631.83 20600.00 431.70 19330.000 453.23 .99 4000.00 5965.00 5551.80 5965.00 1965.00 20600.00 431.70 19930.000 452.24 .00 5208.00 6967.63 5704.00 6190.00 1559.43 20600.00 432.00 19930.000 453.22 .99 5208.00 6190.00 5704.00 6190.00 982.00 20600.00 432.00 20980.000 452.30 .00 1068.74 1494.78 1040.00 1413.00 426.04 20600.00 432.30 20980.000 453.27 .98 1064.67 1580.00 1040.00 1413.00 515.33 20600.00 432.30 20990.000 452.30 .00 1068.74 1527.77 1040.00 1413.00 459.02 20600.00 432.30 20990.000 453.28 .98 1064.68 1538.18 1040.00 1413.00 473.50 20600.00 432.30 21260.000 452.42 .00 1074.58 1520.64 1048.00 1522.00 421.96 20600.00 432.50 21260.000 453.38 .96 1071.05 1521.46 1048.00 1522.00 433.81 20600.00 432.50 21635.000 452.41 .00 1089.53 1528.00 1061.00 1408.00 375.89 20600.00 433.70 21635.000 453.37 .95 1085.68 1406.73 1061.00 1408.00 321.05 20600.00 433.70 21645.000 452.42 .00 1089.52 1404.83 1061.00 1408.00 315.31 20600.00 433.70 21645.000 453.37 .95 1085.67 1406.74 1061.00 1408.00 321.06 20600.00 433.70 22370.000 452.65 .00 5094.00 6510.53 5094.00 5460.00 556.58 20600.00 432.50 22370.000 453.58 .92 5094.00 5431.82 5094.00 5460.00 337.82 20600.00 432.50 05OCT95 20:17:13 DENTON CREEK, TEXAS SU~94ARY PRINTOUT TABLE 110 20:17:14 PAGE 12 SECNO CWSEL DIFKWS EG TOPWID QLOB QCH QROB PERENC STENCL STCHL STCHR STENCR 18440.000 452.11 .00 452.19 2803.79 15160.62 2633.46 2805.92 3900.00 3750.00 5480.00 5585.00 7650.00 18440.000 453.12 1.01 453.19 1835.00 18066.85 2533.15 .00 1835.00 3750.00 5480.00 5585.00 5585.00 * 19230.000 452.22 .00 452.27 2552.05 9309.81 11057.41 232.79 2880.00 4000.00 5551.80 5900.00 6880.00 * 19230.000 453.22 .99 453.25 1900.00 10303.56 10296.44 .00 1900.00 4000.00 5551.80 5900.00 5900.00 19330.000 452.24 .00 452.28 19330.000 453.23 .99 453.26 19930.000 452.24 .00 452.35 19930.000 453.22 .99 453.32 2631.83 8593.46 11620.26 386.28 1965.00 9629.57 10970.43 .00 1559.43 1676.46 18627.97 295.56 982.00 2398.13 18201.87 .00 20980.000 452.30 .00 452,51 426.04 .00 20588.97 11.03 20980.000 453.27 .98 453.46 515.33 .00 20531.67 68.33 20990.000 452.30 .00 452.51 459.02 .00 20468.93 131.07 20990.000 453.28 .98 453.46 473.50 .00 20383.99 216.01 21260.000 452.42 .00 452.59 21260.000 453.38 .96 453.53 421.96 .00 20600.00 .00 433.81 .00 20600.00 .00 21635.000 452.41 .00 452.70 375.89 .00 20577.95 22.05 21635.000 453.37 .95 453.62 321.05 .00 20600.00 .00 21645.000 452.42 .00 452.70 21645.000 453.37 .95 453.62 315.31 .00 20600.00 .00 321.06 .00 20600.00 .00 22370.000 452.65 .00 452.97 556.58 .00 20579.24 20.76 22370.000 453.58 .92 453.85 337.82 .00 20600.00 .00 05OCT95 20:17:13 2820.00 1965.00 2142.00 982.00 540.00 540.00 540.00 540.00 474.00 474.00 467.00 347.00 467.00 347.00 1686.00 366.00 4000.00 4000.00 5208.00 5208.00 1040.00 1040.00 1040.00 1040.00 1048.00 1048.00 1061.00 1061.00 1061.00 1061.00 5094.00 5094.00 5551.80 5551.80 5704.00 5704.00 1040.00 1040.00 1040.00 1040.00 1048.00 1048.00 1061.00 1061.00 1061.00 1061.00 5094.00 5094.00 5965.00 5965.00 6190.00 6190.00 1413.00 1413.00 1413.00 1413.00 1522.00 1522.00 1408.00 1408.00 1408.00 1408.00 5460.00 5460.00 PAGE 13 6820.00 5965.00 7350.00 6190.00 1580.00 1580.00 1580.00 1580.00 1522.00 1522.00 1528.00 1408.00 1528.00 1408.00 6780.00 5460.00 SU]~4ARY OF ERRORS AND SPECIAL NOTES WARNING SECNO- 19230.000 PROFILE- 1 WARNING SECNO- 19230.000 PROFILE- 2 WARNING SECNO- 19930.000 PROFILE- 1 h%M~NING SECNO'- 19930.000 PROFILE= 2 1 05OCT 95 20:17:13 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PAGE 14 FLOODWAY DATA, DENTON CREEK, TEXAS PROFILE NO. 2 ....... FLOODWAY ....... WATER SURFACE ELEVATION STATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOODWAY FLOODWAY 18440.000 1835. 9496. 2.2 453.1 452.1 1.0 19230.000 1900. 15414. 1.3 453,2 452.2 1.0 19330.000 1965. 16281. 1.3 453.2 452.2 1.0 19930.000 982. 9297. 2.2 453.2 452.2 1.0 20980.000 515. 6038. 3.4 453.3 452.3 1.0 20990.000 474. 6175. 3.3 453.3 452.3 1.0 21260.000 450. 6626. 3.1 453.4 452.4 1.0 21635.000 321. 5130. 4.0 453.4 452.4 1.0 21645.000 321. 5130. 4.0 453.4 452.4 1.0 22370.000 338. 4882. 4.2 453.6 452.7 .9 Existing Conditions Models * HEC-2 WATER SURFACE PROFILES * Version 4.6.2; May 1991 * RUN DATE 05OCT95 TIME 20:20:02 * U.S. AP/~Y CORPS OF ENGINEERS * HYDROLOGIC ENGINEERING CENTER * * 609 SECOND STREET, SUITE D * DAVIS, CALIFORNIA 95616-4687 * (916) 756-1104 * *************************************** 1 05OCT95 20:20:02 X X XXXXXXX XXXXX X X X X X X X X X XXXXXXX XXXX X X X X X X X X X X X X XXXXXXX XXXXX XXXXX X X X XXXXX X X XXXXXXX PAGE 1 ************************************* HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ************************************* DENTON CREEK - PROPOSED CONDITION DENTON CREEK - 10 YR DISCHARGE PROFILE T1 T2 T3 DENTON CREEK - TEXAS J1 ICHECK INQ NINV 0 2 0 J2 NPROF IPLOT PRFVS 1 0 -1 (EXIS. RUNOFF) SPIARS & DeOTTE, INC. FILE: "DENEC.DAT" EXIS. CONDITIONS IDIR STRT METRIC HVINS Q 0 0 0 0 0 XSECV XSECH FN ALLDC IBW J3 VARIABLE CODES FOR SUF~4ARY PRINTOUT 38 1 43 54 150 100 NC .035 .055 .045 QT 4 12800 18200 F]~4ACROSS SECTION START OF LEVEE DISTRICT THIS RUN EXECUTED 05OCT95 WSEL FQ 449.70 CHNIM ITRACE 39 26 4 21 22 42 53 20600 36200 X1 18440 33 5480 5585 10000 4500 5880 X3 0 0 0 3750 470 7650 470 GR 460 1000 448 1300 448 1800 447 GR 440 2330 440 2500 445 2600 448 GR 450 5350 451 5460 449 5480 446 GR 434 5535 431.4 5545 431.4 5555 447 GR 450 5700 450 5850 448 5920 448 GR 450 6500 448 6508 448 6515 450 GR 454 7100 460 7440 476 7650 NC .035 .055 .035 .1 .3 2250 445 2300 2750 448 5250 5515 440 5525 5560 451 5585 6125 450 6130 6520 452 6522 SPIARS & DeOTTE ADDED SECTION (8-10-95) X1 19230 59 5551.8 5900 X3 0 0 0 4000 GR 454 1000 450 1050 GK 446 2410 445 2450 GR 445 2710 445 2860 GR 446 2970 446 3020 GR 446.7 3250 447 3350 1 05OCT95 20:20:02 550 550 550 470 6880 470 448 1070 447.6 1750 447 2210 443 2600 443 2670 445 2680 444 2900 443 2920 445 2960 445 3040 443 3070 447 3100 447 3500 446 3550 444 3600 PAGE 20:20:02 GR 447 3650 446 3710 446 3850 447 $940 447 4050 GR 446 4080 446 4160 446 4450 445 4550 446 4700 GR 447 4740 447 4800 447.3 5010 448 5040 448.0 5280 GR 448.0 5490 448.0 5551.8 431.7 5627 431.7 5767 447 5812 GR 447.0 5820 440 5830 431.7 5845 440 5855 452 5900 GR 453.5 6100 451.5 6300 451.2 6370 446 6400 446 6625 GR 450 6630 450 6830 451 6840 456 6880 NC .035 .055 .035 .1 EXISTING AUTHORIZED ENCROACHMENT IN .3 R.O.B. AT BIRDSONG TRACT STA. 6820 X1 19330 65 5551.8 5965 100 350 100 X3 0 0 0 4000 470 6820 470 X4 1 450 6440 GR 454 1000 450 1050 448 1070 447.6 1750 447 2210 GR 446 2410 445 2450 443 2600 443 2670 445 2680 GR 445 2710 445 2860 444 2900 443 2920 445 2960 GR 446 2970 446 3020 445 3040 443 3070 447 3100 GR 446.7 3250 447 3350 447 3500 446 3550 444 3600 GR 447 3650 446 3710 446 3850 447 3940 447 4050 GR 446 4080 446 4160 446 4450 445 4550 446 4700 GR 447 4740 447 4800 447.3 5010 448 5040 448.0 5280 GR 448.0 5490 448.0 5551.8 431.7 5617 431.7 5777 448 5842.2 GR 448.0 5860 445 5870 440 5880 431.7 5897 440 5915 GR 453 5965 453 5975 451.2 6080 446 6090 446 6430 GR 450 6800 450 6840 449 6845 450 6850 450 6892 GR 452 6942 454 6980 455 7915 455 8215 460 8250 NH 5 .045 5704 .035 5996 NH 7350 .045 6070 .035 6190 .055 FEMACROSS SECTION START OF PROPOSED CHANNEL IMPROVD4ENTS CORRECTED GR'S TO MATCH CITY TOPO IN R.O.B. X1 19930 53 5704 6190 600 420 600 X3 0 0 0 5208 470 7350 470 GR 454.3 1000 450 1040 448 1160 449 GR 448 1220 448 1320 449 1330 450 GR 449 1530 447.2 1900 447 2170 446.2 GR 447 2540 447 3070 446.3 3240 446 GR 445 3370 446 3380 447 3460 447.5 GR 447 4090 448 4150 448.5 4300 448.5 GR 448.5 5130 448.5 5400 448.5 5600 448.5 GR 432 5770 432 5930 448.5 5996 448.5 GR 437 6110 432 6130 437 6150 453 GR 452 6440 452 6520 450 6760 450 GR 454 7100 456 7250 458 7350 1 05OCT95 20:20:02 1190 1460 2280 3350 3750 4660 5700 6050 6190 6900 449 450 446.4 445 447 448.5 448.5 448.5 453 452 1210 1520 2420 3360 4070 4960 5704 6070 6220 6950 PAGE NC .055 .055 .035 .1 .3 D.M.D. CROSS SECTION (5-5-93) X1 20980 20 1040 1413 870 250 820 X3 0 0 0 1040 470 1580 453.7 GR 452 1000 458 1035 458.1 1040 458 GR 432.3 1312 435 1365 440 1385 450 GR 452 1432 452.7 1580 452 1711 451.5 GR 452 2405 454 2440 456 2460 458 X1 20990 23 1040 1413 10 10 10 X3 0 0 0 1040 470 1457 452.1 GR 452 1000 458 1035 458.1 1040 458 GR 432.3 1312 435 1365 440 1385 450 GR 452 1432 452.1 1457 448.1 1473 448.1 GR 454.6 1557 455.5 2000 455.8 2255 455 GR 456 2460 458 2480 460 2525 D.M.D. CROSS SECTION (5-5-93) X1 21260 26 1048 1522 380 390 380 X3 0 0 0 1048 470 1522 454 GR 452 1000 458 1042 458.4 1048 458 GR 432.5 1314 450 1382 455.5 1403 450 GR 433 1480 435 1500 440 1510 454 GR 453.6 1552 448.85 1571 448.85 1581 455.6 GR 455.9 2335 456 2430 456 2445 456 GR 460 2600 QT 4 12800 18200 20600 36200 X1 21635 23 1061 1408 340 400 340 X3 0 0 0 1061 470 1458 454.8 GR 452 1000 458 1055 458.6 1061 458 GR 433.7 1340 435 1370 454 1408 454.8 GR 451.5 1573 454.6 1584 454.1 1594 454.1 GR 454.9 1630 455.0 1640 455.8 2100 455.0 GR 456 2422 458.0 2530 460 2570 D.M.D. CROSS SECTION (5-5-93) X1 21645 18 1061 1408 10 10 10 X3 0 0 0 1061 470 1528 455.8 GR 452 1000 458 1055 458.6 1061 458 GR 433.7 1340 435 1370 454 1408 455.8 1045 1413 2000 2480 1045 1413 1483 2405 1054 1425 1522 1635 2495 1067 1458 1596 2290 1067 1520 432.3 451 450.8 460 432.3 451 454.1 455 432.5 433 454 455.6 458 433.7 451.5 454 455 433.7 454 1152 1420 2255 2525 1152 1420 1547 2440 1148 1455 1533 1700 2563 1165 1471 1600 2355 1165 1600 GR 452.0 1800 452.0 1800 451.8 2100 452.0 GR 456 2422 458.0 2530 460 2570 1 05OCT95 20:20:02 2290 454 2355 PAGE NH 5 ,05 1300 .06 5094 .035 5460 NH 6780 FEMACROSS SECTION START OF THE PROPOSED RELOCATED CHANNEL Xl 22370 28 5094 5460 880 480 880 X3 0 0 0 5094 470 5460 454.5 GR 460 1000 449 1300 449 1750 448 GR 450 2950 450 3670 449 4010 448 GR 450.5 4970 450.5 5094 434.04 5160 434.04 GR 432.5 5320 435 5345 445 5360 446 GR 454.5 5460 454 5870 452.5 6310 452 GR 457 6610 459.5 6630 466 6780 NC .055 .055 .035 .1 .3 NH 5 .055 5468.04 .035 5694.28 NH 7550 D.E.C. CROSS SECTION .055 6610 .055 6610 .05 1950 448 2550 4070 449.5 4370 5220 434.04 5280 5380 452.7 5405 6480 453.5 6550 .035 7000 .055 X1 23800 52 6610 7000 720 680 1430 X3 0 0 0 5467 470 7000 454 GR 465 1000 460 1110 457 1190 456 1280 455 1340 GR 455 1480 454 1590 453 1740 452 1860 451 1950 GR 450 2110 449 2820 449 2850 450 3280 450 3300 GR 450 3350 450 3410 451 3440 451 3540 451 3630 GR 451 4140 450.4 4190 451 4240 451 4380 450.6 4900 GR 451 5280 451 5380 451.42 5468.04 434.68 5535 434.68 5625 GR 452 5694.28 454 5820 454 5940 455 5970 455 6310 GR 454 6390 455 6410 455 6510 450 6610 450 6620 GR 440. 6640 433.3 6660 440 6680 450 6700 454 7000 GR 453 7070 454 7239 454 7240 450 7280 455 7350 GR 460 7470 470 7550 NH 5 .055 5260 .035 5510 .055 6340 .035 6940 .055 NH 12560 X1 24400 43 ' 5260 6940 130 230 550 X3 5260 470 6940 470 GR 465 1000 460 1040 457.5 1090 459.5 1140 452 1200 GR 452 1240 457 1270 452 1340 450.5 1540 450 1700 GR 450 1940 449 2200 450 2790 450 3250 451 3340 GR 452 3870 451 4090 451 5000 452 5220 459.5 5240 GR 459.2 5260 452.3 5280 452 5310 433.5 5365 433.5 5445 GR 451.5 5510 453 5600 456.5 5950 453 6340 446 6490 GR 431.5 6640 452 6820 456 6940 457.8 7120 459 7430 GR 459.9 7670 458 9020 457.5 9240 458 9440 458.5 9940 GR 457 11240 457,5 12240 458 12560 1 05OCT95 20:20:02 PAGE NC .055 .055 .035 .1 .3 NH 5. .055 4188.16 .035 4424.38 .055 5060. NH 6690. ********** KH-PARCHE MODEL COORDINATION 24700 - 39440 ************ CROSS SECTION 24700 IS FROM THE KIMLEY-HORN MODEL. X1 24700. 53. 5060. 5200. 610. 80. 350. X3 0 0 0 4187 470 5200 470 GR 465. 1000. 462. 1120. 462. 1140. 460. GR 457. 1410. 455, 1550. 454. 1650. 453. GR 451. 2180. 450. 2260. 451. 2630. 451. GR 452. 3180. 452. 3340. 452. 3530. 453. GR 453. 4110. 453. 4188.16 435.04 4260. 435.04 GR 454, 4450. 455. 4480. 455. 4510. 454. GR 455. 4850. 451. 5000. 451. 5060. 440. GR 440. 5170. 456. 5200. 456.3 5260. 456.6 GR 457. 5630. 458.4 5800. 459, 5900. 459.4 GR 459.9 6140, 459. 6360. 458.5 6410. 458.3 GR 459.2 6580. 460. 6670. 462. 6690. NC .055 .065 .035 .1 .3 FROM KIMLEY-MORN MODEL. CHANNEL DISTANCE REVISED. X1 25530 90 2495.2 2742.67 700 560 700 X3 0 0 0 2494 470 2742.67 470 GR 469.5 500 460.5 600 455.6 700 452.9 GR 449.9 1000 451.1 1100 450.6 1200 451.3 GR 451 1500 451.4 1600 451.6 1700 451.5 GR 453.1 2000 453.4 2100 454.2 2200 454.3 GR 455.33 2495.2 436.63 2570 436.63 2627.2 434,5 .O35 1230. 1870. 2910. 3800. 4350. 4780. 5140. 5300. 5970. 6480, 5200. 460. 452. 451. 453. 453.63 454. 433.9 456.9 459.7 458.7 .O55 1300. 2080. 2980. 4000. 4424.38 4800. 5155. 5400. 6050. 6500. 800 450.4 900 1300 450.8 1400 1800 452.7 1900 2300 455 2400 2630 434.40 2670 GR 454.8 2742.67 453.5 2780 454.0 GR 455.0 2880 454.7 2905 454.7 GR 470.0 3020 456.5 3020 456.5 GR 456.8 3090 456.8 3100 470.0 GR 456.9 3170 470 3170 470 GR 470 3250 470 3315 457.9 GR 470 3385 457.8 3385 457.8 GR 458.1 3455 458.1 3465 470 GR 457.2 3540 470 3540 470 GR 455.9 3650 456.9 3680 470 GR 457.6 3765 470 3765 470 GR 470 3840 470 3905 458.4 GR 470 3980 458.7 3980 458.7 X1 25770 70 2495.2 2780 240 X3 0 0 0 2494 470 GR 469.5 500 460.5 600 455.6 GR 449.9 1000 451.1 1100 450.6 GR 451 1500 451.4 1600 451.6 GR 453.1 2000 453.4 2100 454.2 GR 455.33 2495.2 436.73 2570 436.73 1 05OCT95 20:20:02 2820 470.0 2820 470.0 2880 2935 455.3 2965 470.0 2965 3030 470.0 3030 470.0 3090 3100 470.0 3160 456.8 3160 3240 457.8 3240 457.8 3250 3315 457.9 3325 470 '3325 3395 470 3395 470 3455 3465 470 3525 457,2 3525 3590 457 3590 455.9 3620 3680 470 3750 457.6 3750 3825 458 3825 458 3840 3905 458.4 3920 470 3920 4000 470 4000 470 4600 240 240 2780 470 700 452.9 800 450.4 900 1200 451.3 1300 450.8 1400 1700 451,5 1800 452.7 1900 2200 454.3 2300 455 2400 2650 434.6 2660 434.60 2710 PAGE GR 456.0 2780 456.8 2845 470.0 2845 470.0 2920 456.8 2920 GR 456.8 2940 470.0 2940 470.0 2990 456.8 2990 456.8 3010 GR 470.0 3010 470.0 3060 456.8 3060 457.2 3095 470.0 3095 GR 470.0 3145 457.2 3145 457.6 3165 470.0 3165 470.0 3210 GR 457.6 3210 457.8 3230 470.0 3230 470.0 3280 457.8 3280 GR 457.8 3300 470.0 3300 470.0 3350 457.8 3350 457.7 3370 GR 470.0 3370 470.0 3420 457.7 3420 457.3 3440 470.0 3440 GR 470,0 3490 457,3 3490 457.1 3510 470.0 3510 470.0 3540 GR 457.1 3540 456.0 3555 456.0 3590 459.6 3600 470.0 4360 36200 2818.65 QT 4 13300 18900 NH 5 .055 2619.58 NH 5200 .055 F~DM KIMLEY-HORN MODEL. .055 2900 .035 3100 .055 21300 .035 X1 26830 42 2619.58 3100 1030 960 1050 X3 0 0 0 2619.58 470 5200 470.0 0 0 0 GR 464.9 550 461.9 600 459.1 700 455.9 800 452.9 900 GR 451.7 1000 451.3 1100 451.2 1200 450.9 1300 451.1 1400 GR 452.8 1500 452.8 1600 452.4 1700 453.2 1800 453,1 1900 GR 453.3 2000 454.2 2100 454.4 2200 455.3 2300 456 2400 GR 455.9 2500 457.6 2600 457.35 2619.58 436.74 2702 436.74 2738 GR 456.91 2818.65 457.8 2900 451.6 3000 448.7 3005 436.3 3027 GR 436.5 3062 452 3100 454 3200 452.0 3230 452 3290 GR 442 3500 442.0 3650 442.5 3920 456,3 4000 460 4250 GR 461.9 5100 465.0 5200 · 035 2609.7 .055 2700 .035 2941 .055 NH 5 .055 2416.98 NH 5100 FROM KIMLEY-HORN MODEL. X1 28080 40 2416.98 2941 850 1000 900 X3 0 0 0 2416.98 470 5100 470 GR 466 1019 463.3 1100 463.2 1200 460 GR 460,1 1400 459,9 1500 459.2 1600 458 GR 455.6 1800 453.1 1900 453.5 2000 455.5 GR 455.4 2300 455.8 2400 455.94 2416.98 437.18 GR 457.61 2609.7 457.7 2700 456.1 2800 453.3 GR 435.3 2900 458.4 2941 456.2 2963 458.3 GR 456 3180 454 3400 452 3500 452 GR 452 3720 452 3900 460 4150 460.7 36200 2521.0 QT 4 13300 18900 NH 5 .060 2319.0 NH 5400 FROM KIMLEY-HORN MODEL. 21300 .035 1245 1659 2100 2492 2838 3000 3620 5000 461.5 457.1 456.3 437.18 435.2 457.4 452 464.9 1300 1700 2200 2528 2865 3100 3680 5100 05OCT95 20:20:02 .060 2580 .045 2750 .055 PAGE X1 28870 36 2319 2810 610 900 610 X3 0 0 0 2319 470 5400 470 GR 470 900 460 1495 456 1695 456 GR 454 2000 454.8 2070 453.2 2100 457 GR 457 2319 437.5 2397 437.5 2420 437.5 GR 457.2 2521.8 454.7 2580 437,6 2600 436,3 GR 459.3 2750 459.3 2810 458.0 3010 456 GR 452.0 3270 452 3300 452 4340 452 GR 456 4850 460 4880 461.4 4950 467.3 GR 473 5400 1790 2140 2443 Z630 3090 4620 5010 454 457 457 451.5 454 454 469.4 1930 2190 2521 2670 3200 4680 5210 NC .1 .3 NH 5 .055 2060.73 .035 2253 .055 2296 .035 2440 .055 NH 5100 FROM KIMLEY-HORN MODEL. X1 29610 36 2060.73 2470 650 X3 0 0 0 2055 470 GR 470 520 468.5 600 466.8 GR 462.2 1000 460.5 1100 457.8 GR 454.7 1500 455.5 1600 456 GR 455.1 2000 455.65 2060.73 437.83 GR 460 2296 437.4 2356 437.6 GR 452 2530 450 2650 449 GR 450 3140 460 3210 464 GR 470 5100 NH 5 .055 3445.18 NH 7100 FROM KIMLEY-HORN MODEL. .035 3642.39 800 5100 700 1200 1700 2132 2389 2790 3240 .055 650 470 464.6 456.5 454.7 437.83 458.6 450 465.3 3756 X1 30570 59 3445.18 4020 900 900 900 X3 0 0 0 3445 470 7100 470 GR 470.2 1600 468.2 1700 466.8 1800 465.4 GR' 461.8 2100 458.5 2200 458.2 2300 457.5 GR 456,5 2600 456.2 2700 456,3 2800 455.6 GR 456.1 3100 456.1 3200 456.6 3300 457.3 GR 438.23 3522 438.23 3558 459.33 3642.39 459.5 GR 439.8 3778 439.8 3812 456.7 3850 458.2 GR 455.5 3924 459.2 3940 460 3950 460 GR 450 4300 450 4480 460 4600 460.2 GR 460.1 5400 459.8 5500 459.8 5517 459.1 GR 459.1 5800 459.6 5900 459.9 6000 459.9 GR 460.1 6300 460.4 6400 461 6500 462.2 GR 464.1 6800 465.4 6900 467.6 7000 470.1 1 05OCT95 20:20:02 800 1300 1800 2168 2440 3030 4900 .035 1900 2400 2900 3400 3700 3870 4020 5200 5600 6100 6600 7100 463.8 455.6 454.8 459.15 458.7 45O 467 3850 463.6 457.8 455.8 457.43 455.9 451.4 450 460.1 459.1 459,7 462.9 900 1400 1900 2253 2470 3070 5000 .055 2000 2500 3000 3445.18 3756 3884 4150 5300 5700 6200 6700 PAGE NC .055 .055 .035 FROM KIMLEY-HORN MODEL. X1 31230 71 3387.03 3837 620 700 620 X3 0 0 0 3387 470 7100 470 GR 464.9 1000 466 1100 463 1200 463 1300 463.2 GR 462.5 1500 463 1600 462.6 1700 462.4 1755 462.3 GR 462.2 1800 462.1 1819 462.1 1834 461.3 1900 460.1 GR 459.6 2100 459 2200 459.4 2272 458.4 2800 457.9 GR 457.9 3213 457.9 3234 458.4 3300 459.79 3387.03 438,55 GR 438.55 3508 457.196 3582.58 456 3614 438.6 3646 438.1 GR 438,5 3672 459.4 3708 460 3800 460.8 3837 460.3 GR 459.4 3904 459.7 4000 459.1 4100 458 4200 457.5 GR 456 4260 454.8 4276 455.1 4300 455.4 4400 456.9 GR 457.1 4600 458.7 4700 459.8 4800 459.8 4900 460.2 GR 460.2 5100 460.3 5200 461 5300 460.1 5400 460.3 GR 460.4 5600 460.3 5700 460.0 5800 460.0 5900 460.8 GR 460.4 6100 460.5 6200 460.6 6300 460.8 6400 461.3 GR 461.8 6600 462.4 6700 464.4 6800 465.6 6900 467.6 GR 470.0 7100 1400 1770 2000 3154 3472 3661 3869 4236 4500 5000 5500 6000 6500 7000 NC .055 .055 .035 X1 32150 40 3400 3525 900 950 920 X3 0 0 0 3040 470 6180 470 GR 470 1000 461 1600 461 1800 458 2000 459 2100 GR 457 2200 457 2220 459 2320 456.5 2620 455 2640 GR 457 2650 456.5 2680 459 2900 459 3100 460 3200 GR 461.5 3300 460.5 3400 437 3427 437 3440 437 3470 GR 437 3475 437 3489 447 3505 460 3525 461.5 3650 GR 458 3920 459 3980 458 4240 456 4280 456 4350 GR 452 4350 453.5 4380 457,5 4400 458 4520 461 4720 GR 461 5110 462 5200 462 5460 464 5800 470 6188 0.3 .015 3539.5 3050 463. 1310. 2221. 2611. 3381. 3434.99 3495.01 3550. 3960. 4365. 4389. 4411. 0.5 3539.5 50. 470 3552. 3880. 4340. 462. 461.5 460.5 461.5 445. 463. 465. 466. 465.4 455.2 465.4 .055 50. 5734 465. 463.6 466.9 1700. 2222. 2635. 3390.5 3435. 3497.99 3552. 4190. 4365. 4396. 4411. 4366. 50. 470 463. 465.4 460.5 459.5 461.0 450. 435.0 446.5 466. 466.9 465.4 465.4 466.9 3600. 3960. 2000. 2430. 3000. 3425. 3455. 3498. 3600. 4340. 4366. 4396. 466. 464. 466.8 461.5 459.5 462. 446.5 435. 450.0 464. 465.4 450.7 465.4 466.8 NC 0.055 0.055 0.015 NH 5. .055 3390.5 NH 5734. X1 32200. 62. 3390.5 X3 0 0 BT -9. 3380. 465. BT 3740. 464. BT 4190. 466. GR 472. 900. 467. GR 456.5 2201. 456.5 GR 460.5 2610. 456.5 GR 465. 3380. 460. GR 463.0 3432.01 463.0 GR 445. 3495. 463. GR 461.5 3539.5 460. GR 463.6 3880. 464, GR 463.5 4340. 452.8 GR 449.9 4380. 451.5 GR 455.2 4397. 463.5 465.4 2200. 2520. 3280. 3432. 3475. 3505. 3740. 4340. 4366, 4397. 4434. 1 05OCT95 20:20:02 PAGE 9 GR 465.7 4534. 465.1 4634. GR 464.4 5014, 466. 5734. Xl 32230. 0. X2 0. 0. X3 0 0 QT 4 9400 NC 0.055 0.055 X1 32250, 41, X3 0 0 GR 470. 1000. GR 457. 2200. GR 457. 2650. GR 461,5 3300. GR 437. 3470. GR 461.5 3650. GR 456. 4350. GR 461. 4720. GR 470. 6180. 13200 0.045 3400. 0 461. 457. 456.5 461.5 437. 458. 452. 461. 3050 14900 0.1 3525. 3040 1600. 2220. 2680. 3300. 3475. 3920. 4350. 5100. 464. 50. 470 36200 0.3 1. 470 461, 459. 459. 460.5 437. 459. 453.5 462. 4734. 50. 6180 6180 1800. 2320. 2900. 3400. 3489. 3980. 4380. 5200. 463.2 50. 1. 470 1. 470 458. 456.5 459. 437. 447. 458. 457.5 462. 4834. 2000. 2620. 3100. 3427. 3505. 4240. 4400. 5460. 463.5 459. 455. 460. 437. 460. 456. 458. 464. 4934. 2100, 2640, 3200. 3440. 3525. 4280. 4520. 5800. NH 6. 0.050 1323. 0.055 1740. 0.060 2110. .045 2325. 0.055 NH 3570. 0.050 4000. X1 32305. 53. 2110. 2325. 55. 55. 55. GR 470. 50. 470. 50. 470. 50. 470. 50. 470. 50. GR 467. 50. 466. 135. 465. 220. 465. 1323, 461. 1335. GR 461. 1740. 461. 1740. 461. 1740. 462, 1825. 463. 1890. GK 464. 1975. 465. 2045. 465. 2110. 464. 2125. 463. 2140. GR 460. 2160. 455. 2175. 450. 2204. 445. 2218. 440. 2225. GR 437.7 2232. 438. 2239. 440. 2245. 445. 2253. 450. 2263. GR 455. 2281, 460. 2325. 461. 3050. 460. 3140. 459. 3180. GR 458. 3200. 457. 3218. 455. 3265. 452. 3283. 451. 3289. GR 451. 3292. 452. 3308. 455. 3329. 459. 3350. 460. 3360. GR 461. 3369. 462. 3400. 461. 3570. 462. 3910. 463. 3930. GR 464. 3940. 465. 3970. 470. 4000. NH 6. 0.050 1273. 0.055 1568. 0.060 1940. 0.045 2150. 0.055 NH 3840. 0,050 3960. X1 32725. 53. 1940. 2150. 380, 520. 420. GR 470. 0,0 470. 0.0 470. 0.0 470. 0.0 470. 0.0 GR 465. 0,0 464'. 90. 465. 180. 465. 1273. 461. 1285. GR 461. 1568. 453. 1592. 453. 1842. 464. 1895. 464. 1895. GR 463. 1940. 460. 1960. 455. 1981. 450. 2002. 445. 2018. GR 440. 2025. 439. 2030. 438.2 2040. 439. 2050. 440. 2053. GR 445. 2070, 450. 2080. 455. 2090. 460. 2124. 461. 2150. GR 461. 2165. 461. 2500, 463. 2700. 463, 2805. 460. 2885. GR 459. 3350. 455. 3605. 452. 3615. 455. 3628. 459. 3632. GR 459. 3677. 458. 3681. 457. 3689~ 457. 3694. 458. 3702. GR 459. 3710. 460. 3825. 461. 3840. 462. 3850. 463. 3865. GR 464. 3875. 465. 3890. 470. 3960. 1 05OCT95 20:20:02 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL T~A TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID 3900.000 *PR(DF 1 0 CCHV~ .100 CEHV~ .300 *SECNO 18440.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 3750.0 7650.0 TYPE- ELENCL= 470.00 ELENCR= 470.00 Ff~A CROSS SECTION START OF LEVEE DISTRICT 1 TARGET- L-BANKELEV R-BANKELEV SSTA ENDST 18440.000 18.30 449.70 .00 449.70 449.95 .25 .00 .00 449.00 12800.0 8017.9 3995.2 786.9 2624.7 699.3 424.0 .0 .0 451.00 · 00 3.05 5.71 1.86 .035 .045 .055 .000 431.40 3750.00 · 002611 10000. 5880. 4500. 0 0 0 .00 1975.68 6519,25 CCHV- .100 CEHV= .300 *SECNO 19230.000 3265 DIVIDED FLOW PAGE 10 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 6.24 3470 ENCROACHMENT STATIONS= 4000.0 6880.0 TYPE~ 1 TARGET= 2880.000 ELENCL= 470,00 ELENCR= 470.00 SPIARS & DeOTTE ADDED SECTION (8-10-95) 19230.000 18.34 450.04 .00 .00 450.08 .04 .11 .02 12800.0 3901.4 8368.1 530.5 4937.5 4449.0 975.1 89.1 27.3 .10 .79 1.88 .54 .035 .035 .055 .000 431.70 .000067 550. 550. 550. 2 0 0 .00 2346.39 CCHV- .100 CEHV= .300 1 05OCT95 20:20:02 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS Q QLOB QCH QROB ALOB ACH ARDB VOL TWA TIME VLOB VCH VROB XNL XNCH XNR ~TN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COP, AR TOPWID *SECNO 19330.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS- 4000.0 6820.0 TYPE- I TARGET- 2820.000 ELENCL- 470.00 ELENCR- 470.00 EXISTING AUTHORIZED ENCgDACHMENT IN R.O.B. AT BIRDSONG TRACT STA. 6820 19330.000 18.36 450.06 .00 .00 450.09 .03 .01 .00 12800.0 3538.3 8551.1 710.6 4964.8 5108.6 1439.2 121.1 36.5 .13 .71 1.67 .49 .035 .035 .055 .000 431.70 .000054 100. 100. 350. 2 0 0 .00 2691.50 1490 NH CARD USED *SECNO 19930.000 3265 DIVIDED FLOW 3470 ENCgDACHMENT STATIONS- 5208.0 7350.0 TYPE= 1 TARGET- 2142.000 ELENCL= 470.00 ELF, NCR= 470.00 448.00 452.00 4000.00 6830.42 L-BANKELEV R-BANKELEV SSTA ENDST 448.00 453.00 4000.00 6820.00 F~MA CROSS SECTION START OF PROPOSED CHANNEL IMPROV~4ENTS CORRECTED GR'S TO MATCH CITY TOPO IN R.O.B. 19930.000 18.07 450.07 .00 .00 450.15 .08 .04 .01 448.50 12800.0 341.8 12457.8 .4 777.7 5431.8 9.8 240.2 60.9 453.00 .20 .44 2.29 .04 .045 .032 .055 .000 432.00 5208.00 .000098 600. 600. 420. 2 0 0 .00 1124.52 6901.70 CCHV- .100 CEHV= .300 *SECNO 20980.000 3470 ENCROACHMENT STATIONS= 1040.0 1580.0 TYPE- 1 TARGET- 540,000 ELENCL= 470.00 ELENCR~ 453.70 D.M.D. CROSS SECTION (5-5-93) 17.83 450.13 .00 .00 450.24 .11 .09 .01 458.10 .0 12800.0 .0 .0 4782.7 .1 344.2 74.0 450.00 .00 2.68 .00 .000 .035 .055 .000 432.30 1077.79 870. 820. 250. 1 0 0 .00 336.09 1413.88 20980.000 12800.0 .28 .000117 1 05OCT95 20: 20: 02 DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV QLOB QCH QROB ALOB ACH AROB VOL T~A R-BANK ELEV VLOB VCH VROB XNL XNCH XNR WTN E~LMIN SSTA XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST SECNO Q TIME SLOPE *SECNO 20990.000 3470 ENCROACHMENT STATIONS- 1040.0 1457.0 TYPE- 1 TARGET- 417.000 ELENCL- 470.00 ELENCR= 452.10 20990.000 17.83 450.13 .00 .00 450.25 .11 .00 .00 458.10 12800.0 .0 12800.0 .0 .0 4785.8 .1 345.3 74.1 450.00 .29 .00 2.67 .00 .000 ,035 .055 .000 432.30 1077.75 .000117 10. 10. 10. 0 0 0 .00 336.19 1413.94 PAGE PAGE 11 12 lI · *SECNO 21260.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS- 1048.0 ELENCL= 470.00 ELENCR= 454.00 D.M.D. CROSS SECTION (5-5-93) 1522.0 TYPE= 1 TARGET= 474.000 21260.000 17.70 450.20 .00 .00 450.29 .09 12800.0 .0 12800.0 .0 .0 5310.9 .0 .33 .00 2.41 .00 .000 .035 .000 .000106 380. 380. 390. 2 0 0 *SECNO 21635.000 3470 ENCBDACHMENT STATIONS= 1061.0 ELENCL= 470.00 ELENCR- 454.80 21635.000 16.50 450.20 .00 12800.0 .0 12800.0 .0 .36 ,00 3.09 .00 · 000165 340. 340. 400. *SECNO 21645.000 3470 ENCROACHMENT STATIONS- 1061.0 ELENCL~ 470.00 ELENCR= 455.80 1 05OCT95 D.M.D. CROSS SECTION (5-5-93) 20:20:02 1458.0 TYPE~ 1 TARGET' .00 450.35 .15 · 0 4144.1 .0 · 000 .035 .000 2 0 0 .04 .00 458.40 389.3 77.2 454.00 .000 432.50 1082.75 · 00 394.55 1518.74 397.000 ,04 .02 458.60 426.2 80.0 454.00 .000 433.70 1098.44 .00 301.97 1400.41 1528.0 TYPE' 1 TARGET- 467.000 SECNO DEPTH CWSEL CRIWS WSEL~ EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 21645.000 16.51 450.21 .00 .00 450.35 .15 12800.0 .0 12800.0 .0 .0 4144.5 .0 .36 .00 3.09 .00 .000 .035 ,000 .000165 10. 10. 10. 0 0 0 1490 NH CARD USED *SECNO 22370.000 H~ OLOSS L-BANK ELEV VOL T~A R-BANK ELEV WTN ELMIN SSTA CORAR TOPWID ENDST .00 .00 458.60 427.2 80.0 454.00 .000 433.70 1098.44 · 00 301.97 1400.41 3470 ENCROACHMENT STATIONS= 5094.0 ELENCL= 470.00 ELENCR= 454.50 FEMACROSS SECTION START OF THE PROPOSED RELOCATED 5460.0 TYPE- 1 TARGET= 366.000 CHANNEL 22370.000 17.85 450.35 .00 .00 450.52 .17 12800.0 .0 12800.0 .0 .0 3877.0 .0 .43 .00 3.30 .00 .000 .035 .000 .000206 880. 880. 480. 2 0 0 CCHV= .100 CEHV= 1490 NH CARD USED *SECNO 23800.000 .300 3265 DIVIDED FLOW 7000.0 TYPE~ I TARGET= .00 .00 450.86 .27 .0 2448.5 800.5 .0 .00 .035 .035 .000 680. 2 0 0 3470 ENCROACHMENT STATIONS- 5467.0 ELENCL= 470.00 ELENCR= 454.00 D.E.C. CROSS SECTION 23800.000 17.29 450.59 12800.0 10708.0 2092.0 .51 4.37 2.61 .000375 720. 1430. 1490 NH CARD USED *SECNO 24400.000 1 05OCT95 20:20:02 SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT .16 .01 450.50 508.2 86.1 454.50 .000 432.50 5094.59 .00 301.65 5396.24 1533.000 .31 .03 450.00 605.2 95.2 454.00 .000 433.30 5471.35 .00 363.62 6744.46 HL ' OLOSS L-BANK ELEV VOL TglA R-BANK ELEV WTN ELMIN SSTA CORAR TOPWID ENDST PAGE PAGE 13 14 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.82 3470 ENCROACHMENT STATIONS= 5260.0 6940.0 TYPE= I TARGET= ELENCL= 470.00 ELENCR= 470.00 24400.000 19.38 450.88 .00 .00 450.95 .07 12800.0 .0 12800.0 .0 .0 6109.0 .0 .56 .00 2.10 .00 .000 .035 .000 .000114 130. 550. 230. 2 0 0 1680.000 .07 .02 459.20 652.5 100.3 470.00 .000 431.50 5313.33 .00 619.21 6810.17 CCHV= .100 CEHV- 1490 N]{ CARD USED *SECNO 24700.000 3265 DIVIDED FLOW .300 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .58 3470 ENCROACHMENT STATIONS= 4187.0 5200.0 TYPE= 1 TARGET= 1013.000 ELENCL= 470.00 ELF, NCR= 470.00 ********** K}{-PARCHE MODEL COORDINATION 24700 - 39440 ************ CROSS SECTION 24700 IS FROM THE KIMLEY-HORN MODEL. 24700.000 16.94 450.84 .00 .00 451.08 .24 .08 .05 451.00 12800.0 10048.4 2751.6 .0 2421.8 954.8 .0 697.8 104.8 470.00 .59 4.15 2.88 .00 .035 .035 .000 .000 433.90 4196.78 .000339 610. 350. 80. 2 0 0 .00 345.66 5190.33 CCHV= .100 CEHV= .300 *SECNO 25530.000 3470 ENCROACHMENT STATIONS- 2494.0 2742.7 TYPE= 1 TARGETs ELENCL= 470.00 ELF, NCR= 470.00 1 05OCT95 20: 20: 02 248.670 FROM KIMLEY-HORN MODEL. CHANNEL DISTANCE REVISED. 25530.000 16.63 451.03 .00 .00 451.46 .43 12800.0 .0 12800.0 .0 .0 2436.7 .0 .63 .00 5.25 .00 .000 .035 .000 .000626 700. 700. 560. 2 0 0 .32 .06 455.33 744.5 109.3 470.00 · 000 434.40 2512.41 .00 216.81 2729.23 *SECNO 25770.000 3470 ENCROACHMENT STATIONS= 2494.0 2780.0 TYPE= I TARGET= ELENCL= 470.00 ELENCR= 470.00 25770.000 16.71 451.31 .00 .00 451.58 .27 12800.0 .0 12800.0 .0 .0 3042.0 .0 .65 .00 4.21 .00 .000 .035 .000 .000366 240. 240. 240. 2 0 0 286.000 .11 .02 455.33 759.6 110.6 470.00 .000 434.60 2511.37 .00 253.28 2764.65 1490 NM CARD USED *SECNO 26830.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KI~ATIO = 1.58 3470 ENC9DACHMENT STATIONS= 2619.6 5200.0 TYPE- I TARGET- ELENCL= 470.00 ELENCR- 470.00 FROM KIMLEY-HORN MODEL. 26830.000 15.48 451.78 .00 .00 451.84 .06 13300.0 .0 5848.3 7451.7 .0 2484.3 5297.3 .80 .00 2.35 1.41 .000 .035 .055 .000159 1030. 1050. 960. 2 0 0 2580.420 .23 .02 457.35 884.6 124.3 452.00 .000 436.30 2641.84 .00 938.08 3973.83 1490 NH CARD USED *SECNO 28080.000 3265 DIVIDED FLOW PAGE 15 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 3470 ENCROACHMENT STATIONS= 2417.0 ELENCL= 470.00 ELENCR= 470.00 1 05OCT95 20:20:02 5100.0 TYPE= KRATIO - TARGET= .43 2683.020 PAGE 16 FROM KIMLEY-HORN MODEL. 28080.000 16.58 451.78 .00 .00 452.25 .48 13300.0 .0 13300.0 .0 .0 2402.1 .0 .85 .00 5.54 .00 .000 .035 .000 .000847 850. 900. 1000. 2 0 0 1490 NH CARD USED *SECNO 28870.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 2319,0 5400.0 TYPE~ ELENCL= 470.00 ELENCR- 470.00 FROM KIMLEY-HORN MODEL. 28870.000 16.09 452.39 .00 .00 452.80 13300.0 .0 13069.8 230.2 .0 2505.8 .88 .00 5.22 .44 .000 .038 .000932 610. 610. 900. 2 0 CCHV- .100 CEHV= 1490 NH CARD USED *SECNO 29610.000 .300 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS- 2055.0 5100.0 TYPE- ELENCL= 470.00 ELENCR= 470.00 FROM KI'MLEY-HORN MODEL. 1 TARGET- .29 .13 455.94 995.9 137.2 458.40 .000 435.20 2433.62 .00 241.73 2929.25 1 TARGET~ 3081.000 · 42 .54 .01 457.00 527.3 1035.7 155.0 459.30 · 055 .000 436.30 2337.45 0 .00 1636.64 4631.61 3045.000 29610.000 15.64 453.04 .00 .00 453.26 .22 .44 .02 455.65 13300.0 .0 10761.5 2538.5 .0 2598.0 1960.7 1096.6 177.4 458.70 · 93 .00 4.14 1.29 .000 .035 .055 .000 437.40 2071.17 .000486 650. 650. 800. 2 0 0 .00 910.05 3161.27 1490 NH CARD USED *SECNO 30570.000 3265 DIVIDED FLOW 1 05OCT95 20: 20: 02 SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITP, IAL IDC ICONT HL OLOSS L-BANK ELEV VOL T~A R-BANK ELEV WTN ELMIN SSTA CORAR TOPWID ENDST PAGE 17 3470 ENCRDACHMENT STATIONS- 3445.0 ELENCL= 470.00 ELENCR= 470.00 FROM KIMLEY-HORN MODEL, 30570.000 15.27 453.50 13300.0 .0 11231.6 2068,4 · 99 .00 4.86 1.58 .000708 900. 900. 900. *SECNO 31230.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 3387.0 ELENCL= 470.00 ELENCR= 470.00 FROM KIMLEY-HORN MODEL. 31230.000 15.77 453.87 .00 7100.0 TYPE= .00 453.81 .0 2312.4 .000 .033 2 0 7100.0 TYPE- .00 454.38 1 TARGET= 3655.000 .32 .52 .03 457.43 1306.2 1181.1 193.9 460.00 .055 .000 438.23 3460.92 0 .00 683.78 4521.94 i TARGET- 3713.000 .51 .51 .06 459.79 13300.0 .0 13300.0 .0 1.02 .00 5.75 .00 .000949 620. 620. 700. *SECNO 32150.000 3265 DIVIDED FLOW 3301 HV C~L%NGED MORE THAN HVINS 3470 ENCBDAC}~-/qT STATIONS= 3040.0 ELENCL= 470.00 ELENCR= 470.00 32150.000 17.47 454.47 .00 13300.0 .0 13224.8 75.1 1.05 .00 8.81 1.39 .001502 900. 920. 950. 1 05OCT95 20:20:02 .0 2313.3 .0 .000 ,035 .000 1 0 0 6180.0 TYPE= 1 TARGET= .00 455.67 1.20 .0 1501.1 54.0 .000 .035 .055 2 0 0 SECNO DEPTH CWSEL CR/WS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITR/AL IDC ICONT .500 CCHV= .300 CEHV- 1490 N~ CARD USED *SECNO 32200.000 3265 DIVIDED FLOW 3381 HVCHANGED MORE THAN NVINS 3370 NORMAL BRIDGE, NRD- 9 MIN ELTRD= 3470 ENCROAC"~MENT STATIONS= 3050.0 ELENCL= 470.00 ELENCR= 470.00 32200.000 19.04 454.04 .00 13300.0 .0 12877.5 422.5 1.05 .00 12.00 4.67 .000963 50. 50. 50. *SECNO 32230.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD~ 9 MIN ELTRD- 3470 ENCROACMMENT STATIONS= 3050.0 ELENCL= 470.00 ELENCR= 470.00 32230.000 19.16 454.16 .00 13300.0 .0 12861.2 438.8 1.05 .00 11.87 4.67 .000939 50. 50. 50. CCHV= .100 CEHV= *SECNO 32250.000 3265 DIVIDED FLOW 1 05OCT95 20:20:02 .3OO 463.60 MAX ELLC= ******** 5734.0 TYPE~ 1 TARGET- .00 456.22 2.18 .0 1073.1 90.5 .000 .015 .020 2 0 0 463.60 MAX ELLC= ******** 6180.0 TYPE= 1 TARGET~ .00 456.28 2.13 .0 1083.9 93.9 .000 .015 .020 2 0 0 SECNO DEPTH CWSEL CP, IWS WSELK EG MV Q QLOB QCM QROB ALOB ACM AROB TIME VLOB VCM VROB XNL XNCH XNR SLOPE XLOBL XLCN XLOBR ITRIAL IDC ICONT 1224.5 200.9 460.80 .000 438.10 3410.70 .00 239.17 3698.48 3140.000 1.08 .21 460.50 1265.4 204.9 460.00 .000 437.00 3406.93 .00 144.43 4384.86 HL OLOSS L-BANK ELEV VOL T~A R-BANK ELEV WTN ELMIN SSTA COKAR TOPWID ENDST 2684.000 .06 .49 461.50 1266.9 205.1 461.50 .000 435.00 3412.86 .00 129.02 4393.82 3130.000 .05 .02 461.50 1268.3 205.2 461.50 .000 435.00 3412.53 .00 130.15 4394.02 HL OLOSS L-BANK ELEV VOL T~A R-BANK ELEV WTN ELMIN SSTA CORAR TOPWID ENDST PAGE PAGE 18 19 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS- 3040.0 ELENCL= 470.00 ELENCR= 470.00 32250.000 18.98 455.98 .00 9400.0 .0 9228.3 171.7 1.05 .00 5.53 1.53 6180.0 TYPE= 1 TARGET= 3140.000 .00 456.45 .47 .00 .17 460.50 .0 1669.5 112.3 1268.3 205.2 460.00 .000 .045 .055 .000 437.00 3405.19 .000896 1. 1. 1. 3 0 0 .00 156.03 4392.41 1490 N}{ CARD USED *SECNO 32305.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, R'RATIO = .37 456.85 1.47 .11 .30 465.00 32305.000 17.68 455.39 .00 .00 855.8 174.3 1270.1 205.4 460.00 9400.0 .0 8615.5 784.5 .0 1.05 .00 10.07 4.50 .000 .045 .055 .000 437.70 2173.84 · 006583 55. 55. 55. 3 0 0 .00 185.64 3331.02 1490 NH CARD USED *SECNO 32725.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO ~ 2.53 T1 T2 T3 457.86 .25 .89 .12 463.00 32725.000 19.41 457.61 .00 .00 9400.0 2650.5 6312.5 437.0 1236.6 1346.9 321.8 1289.1 209.6 461.00 1.09 2.14 4.69 1.36 .060 .045 .055 .000 438.20 1578.16 · 001028 380. 420. 520. 2 0 0 .00 630.85 3698.91 05OCT95 20:20:02 DENTON CREEK - PROPOSED CONDITION DENTON CREEK - 50 YR DISCHARGE PROFILE (EXIS. RUNOFF) SPIARS & DeOTTE, INC. DENTON CREEK - TEXAS FILE: "DENTCK1.DAT# J1 ICHECK INQ NINV IDIR STRT METRIC 0 3 0 0 0 0 J2 NPROF IPLOT PRFVS XSECV XSECH FN 2 0 -1 HVINS Q WSEL FQ 0 0 450.50 ALLDC IBW CHNIM ITRACE 05OCT95 20:20:02 SECNO DEPTH CWSEL CRIWS WSELK EG Q QLOB QCH QROB ALOB ACH TIME VLOB VCH VROB XNL XNCH SLOPE XLOBL XLCH XLOBR ITRIAL IDC HV HL OLOSS L-BANK ELEV AROB VOL T~A R-BANK ELEV XNR WTN ELMIN SSTA ICONT CORAR TOPWID ENDST *PROF 2 0 CCHV- .100 CEHV- .300 *SECNO 18440.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS- 3750.0 ELENCL= 470.00 ELENCR= 470.00 FE~ACROSS SECTION START OF LEVEE DISTRICT I8440.000 19.10 450.50 .00 18200.0 12828.1 3859.6 1512.4 .00 3.27 4.96 1.61 .001805 10000. 5880. 4500. 7650.0 TYPEJ 1 TARGET- 3900.000 450.50 450.70 .20 .00 .00 449.00 3925.0 778.8 936.5 .0 .0 451.00 · 035 .045 .055 .000 431.40 3750.00 0 0 0 .00 2649.88 6520.50 CCHV= .100 CEHV- .300 *SECNO 19230.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 4.38 PAGE PAGE 20 21 3470 ENCROACHMENT STATIONS= 4000.0 6880.0 TYPE= 1 TARGET= 2880.000 ELENCL- 470.00 ELENCR= 470.00 SPIARS & DeOTTE ADDED SECTION (8-10-95) 19230,000 19.10 450.80 .00 .00 450.85 .06 .14 .01 448.00 18200.0 6481.4 10839.6 878.9 6109.0 4707.4 1322.1 112.2 31.6 452.00 .09 1.06 2.30 .66 .035 .035 .055 .000 431.70 4000.00 .000094 550. 550. 550. 2 0 0 .00 2361.13 6837,97 CCHV= ,100 CEHV= .300 1 05OCT95 20:20:02 SECNO DEPTH CWSEL CRIWS WSELK ES HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANKELEV TIME VLOB VCH VROB XNL XNCH XNR $~fN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 19330,000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS- 4000.0 6820.0 TYPE= 1 TARGET= 2820,000 ELENCL= 470.00 ELENCR= 470.00 EXISTING AUTHORIZED ENCROACHMENT IN R.O.B. AT BIRDSONG TRACT STA. 6820 19330.000 19.12 450.82 .00 .00 450.86 .05 ,01 .00 18200.0 5885.0 11125.7 1189.3 6143.4 5414,9 2000,1 151.3 40.9 .11 ,96 2.05 ,59 ,035 .035 .055 .000 431.70 .000076 100. 100. 350. 2 0 0 .00 2695.88 1490 NH CARD USED *SECNO 19930.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE PJ~NGE, KRATIO = .70 3470 ENCROACHMENT STATIONS= 5208.0 7350.0 TYPE= 1 TARGET= 2142.000 ELENCL= 470.00 ELENCR= 470.00 448.00 453.00 4000.00 6820.00 F~]4ACROSS SECTION START OF PROPOSED CHANNEL IMPROVEMENTS CORRECTED GR'S TO MATCH CITY TOPO IN R.O.B. 19930.000 18.82 450.82 .00 .00 450.95 .13 .06 .03 448.50 18200.0 831.8 17325.0 43.2 1151.0 5792.7 163.7 289.1 65.9 453.00 .16 .72 2.99 .26 .045 .032 .055 .000 432.00 5208.00 .000157 600. 600. 420. 2 0 0 .00 1235.53 6920.51 CCHV= .100 CEHV= .300 *SECNO 20980.000 3470 ENCROACHMENT STATIONS- 1040.0 1580.0 TYPE= 1 TARGET= 540.000 ELENCL- 470.00 ELENCR- 453.70 1 05OCT 95 20: 20: 02 D.M.D. CROSS SECTION (5-5-93) 20980.000 18.62 450.92 .00 .00 451.12 .20 .14 .02 458.10 18200,0 ,0 18199.3 .7 ,0 5049.3 2.9 403.1 79.3 450.00 .23 .00 3.60 .23 .000 ,035 .055 ,000 432,30 1074,49 · 000200 870. 820. 250. 2 0 0 .00 344.93 1419.42 *SECNO 20990.000 3470 ENCROACHMENT STATIONS= 1040.0 1457.0 TYPEi 1 TARGET= 417.000 ELENCL= 470.00 ELENCR= 452.10 20990.000 18.62 450.92 .00 .00 451.12 .20 .00 .00 458.10 18200.0 .0 18199.3 .7 .0 5049.9 3.0 404.3 79.4 450.00 · 23 .0O 3.60 .23 .000 .035 .055 .000 432.30 1074.48 · 000200 10. 10. 10, 0 0 0 .00 344.95 1419.43 *SECNO 21260.000 3265 DIVIDED FLOW PAGE PAGE 22 23 3470 ENCROACHMENT STATIONS= 1048.0 1522.0 TYPE= 1 TARGET- 474.000 ELENCL= 470.00 ELENCR= 454.00 D.M.D. CROSS SECTION (5-5-93) 21260.000 18.54 451.04 .00 .00 451.20 18200.0 .0 18200.0 .0 .0 5644.9 .26 .00 3.22 .00 .000 .035 .000181 380. 380. 390. 2 0 *SECNO 21635.000 3470 ENCROACHMENT STATIONS- 1061.0 ELENCL- 470.00 ELENCR= 454.80 21635.000 17.34 451.04 .00 18200.0 .0 18200.0 .0 .28 .00 4.14 .00 .000280 340. 340. 400. 1458.0 TYPE- .00 451.30 .0 4398.1 .000 .035 2 0 *SECNO 21645.000 3470 ENCROACHMENT STATIONS- 1061.0 ELENCL= 470.00 ELENCR- 455.80 1528.0 TYPE= 05OCT95 20:20:02 D.M.D. CROSS SECTION (5-5-93) 21645.000 17.34 451.04 .00 18200.0 .0 18200.0 .0 .28 .00 4.14 .00 .000280 10. 10. 10. .00 .0 .000 0 451.31 4398.8 .035 0 1490 NH CARD USED *SECNO 22370.000 3470 ENCROACHMENT STATIONS- 5094.0 ELENCL= 470.00 ELENCR- 454.50 FEMA CROSS SECTION START OF THE PROPOSED RELOCATED 22370.000 18.79 451.29 .00 18200.0 .0 18200.0 .0 .34 .00 4.37 .00 .000336 880. 880. 480. 5460.0 CHANNEL TYPE= .16 .0 000 0 CCHV- .100 CEHV= 1490 NH CARD USED *SECNO 23800.000 3265 DIVIDED FLOW .3OO 3470 ENCROACHMENT STATIONS= 5467.0 ELENCL= 470.00 ELENCR= 454.00 D.E.C. CROSS SECTION 23800.000 18.38 451.68 18200.0 15421.8 2778.2 .40 5.68 2.80 .000596 720. 1430. .07 .00 458.40 451.0 82.7 454.00 .000 432.50 1079.67 .00 404.88 1519.46 1 TARGET= 397.000 .27 .08 .03 458.60 .0 490.2 85.5 454.00 .000 .000 433.70 1095.08 0 .00 307.00 1402.08 1490 NH CARD USED *SECNO 24400.000 3265 DIVIDED FLOW TARGET= .27 .0 .000 0 1 TARGET- .00 451.59 .30 .0 4161.4 .0 .000 .035 .000 2 0 0 467.000 .00 .00 458.60 491.2 85.5 454.00 .000 433.70 1095.07 .00 307.01 1402.08 366.000 .27 .01 450.50 577.6 91.7 454.50 .000 432.50 5094.00 .00 305.73 5399.73 7000.0 TYPE= 1 TARGET- 1533.000 .00 .00 452.12 .44 .50 .04 450.00 .0 2714.6 991.3 .0 684.7 102.4 454.00 .00 .035 .035 .000 .000 433.30 5467.00 680. 2 0 0 .00 475.70 6826.07 KRATIO = 1.85 3302 W~RNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 05OCT95 20:20:02 SECNO DEPTH CWSEL CRIWS TA~SELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT HL OLOSS L-BANg ELEV VOL TWA R-BANg ELEV WTN ELMIN SSTA COP, AR TOPWID ENDST PAGE PAGE 24 25 3470 ENCROACHMENT STATIONS- 5260.0 6940.0 TYPE= 1 TARGET- 1680.000 ELENCL= 470.00 ELENCR= 470.00 24400.000 20.66 452.16 .00 .00 452.27 .11 .11 .03 459.20 18200.0 .0 18200.0 .0 .0 6942.5 .0 738.8 108.7 470.00 .44 .00 2.62 .00 .000 .034 .000 .000 431.50 5294.32 .000173 130. 550. 230. 2 0 0 .00 721.72 6824.70 CCHV= .100 CEHV- 1490 NH CARD USED *SECNO 24700.000 3265 DIVIDED FLOW .300 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .60 3470 ENCROACHMENT STATIONS= 4187.0 5200.0 TYPE- 1 TARGET- 1013.000 ELENCL- 470.00 ELENCR- 470.00 ********** KH-PARCHE MODEL COORDINATION 24700 - 39440 ************ CBDSS SECTION 24700 IS FROM THE KIMLEY-HORN MODEL. 24700.000 18.21 452.11 .00 .00 452.46 .35 .12 .07 451.00 18200.0 13994.0 4206.0 .0 2792.2 1121.3 .0 790.7 114.5 470.00 .46 5.01 3.75 .00 .035 .035 .000 .000 433.90 4191.71 .000482 610. 350. 80. 2 0 0 .00 460.98 5192.71 CCHV= .100 CEHV- .300 *SECNO 25530.000 3470 ENCROACHMENT STATIONS- 2494.0 2742.7 TYPE,- 1 TARGET- 248.670 ELENCL- 470.00 ELENCR= 470.00 FROM KIMLEY-HORN MODEL. CHANNEL DISTANCE REVISED. 25530.000 17.93 452.33 .00 .00 453.02 .69 .46 .10 455.33 18200.0 .0 18200.0 .0 .0 2724.7 .0 844.1 120.0 470.00 .49 .00 6.68 .00 .000 .035 .000 .000 434.40 2507.22 .000926 700. 700. 560. 0 0 0 .00 226.63 2733.85 1 05OCT95 20:20:02 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL T~A R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 25770.000 3470 ENCROACHMENT STATIONS= 2494.0 2780.0 TYPE- 1 TARGET- 286.000 ELENCL- 470.00 ELENCR= 470.00 25770.000 18.17 452.77 .00 .00 453.21 .44 .16 .03 455.33 18200.0 .0 18200.0 .0 .0 3420.1 .0 861.0 121.3 470.00 .51 .00 5.32 .00 .000 .035 .000 .000 434.60 2505.49 .000529 240. 240. 240. 2 0 0 .00 263.94 2769.43 1490 NH CARD USED *SECNO 26830.000 3265 DIVIDED FLOW 3302 R~ARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.73 3470 ENCROACHMENT STATIONS= 2619.6 5200.0 TYPE- 1 TARGET= ELENCL= 470.00 ELF. NCR= 470.00 FROM KIMLEY-HORN MODEL. 26830.000 18900.0 .64 .000190 2580.420 17.18 453.48 .00 .00 453.55 .07 .30 .04 457.35 · 0 7764.7 11135.3 .0 2957.8 6622.4 1010.8 137.5 452.00 · 00 2.63 1.68 .000 .035 .055 .000 436.30 2635.07 1030. 1050. 960. 2 0 0 .00 1149.83 3983.64 1490 NH CARD USED *SECNO 28080.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS PAGE 26 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .43 3470 ENCROACHMENT STATIONS= 1 05OCT95 20:20:02 2417.0 5100.0 TYPE= 1 TARGET= SECNO DEPTH CWSEL CR_TWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 454.06 2818.9 .035 0 ELENCL= 470.00 ELENCR= 470.00 FROM KIMLEY-HORN MODEL. 28080,000 18,24 453,44 .00 .00 18900,0 ,0 18203,0 697,0 .0 .69 ,00 6,46 1.06 ,000 ,001040 850,. 900, 1000. 2 1490 NH CARD USED *SECNO 28870.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS' 2319.0 5400.0 TYPE= ELENCL= 470.00 ELENCR= 470.00 FRO~ KIMLEY-HORN MODEL, 2683,020 1 TARGET= HL OLOSS L-BANK ELEV VOL TWA R-BANK ELEV WTN ELMIN SSTA CORAR TOPWID ENDST .62 .35 .17 455,94 659.0 1154.1 159.0 458.40 .055 .000 435.20 2426.99 0 ,00 778,89 3944,92 3081.000 454.65 ,28 ,55 ,03 457,00 28870.000 18.07 454,37 .00 .00 18900.0 ,0 14635.1 4264.9 ,0 3063,8 3393.6 1237.2 184.1 459,30 .73 ,00 4.78 1,26 ,000 ,038 ,055 .000 436,30 2329.50 · 000709 610. 610. 900. 2 0 0 .00 1832.46 4711.81 CCHV= .100 CEHV= 1490 NH CARD USED *SECNO 29610,000 3265 DIVIDED FLOW 1 TARGET= · 300 3470 ENCROACHMENT STATIONS= 2055.0 5100,0 TYPE= ELENCL= 470.00 ELENCR= 470.00 FROM KIMLEY-HORN MODEL. 3045.000 29610.000 17.42 454,82 .00 ,00 455.05 ,23 .40 .01 455,65 18900,0 .0 13576,0 5324.0 ,0 3099.6 3129,1 1343,0 208.7 458,70 ,78 ,00 4,38 1.70 ,000 ,035 ,055 ,000 437.40 2064.04 .000480 650. 650. 800. 2 0 0 .00 961.84 3173.76 1 05OCT95 20:20:02 SDiNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 7100,0 TYPE- ,00 455,61 ,0 2823,0 .000 .033 2 0 HL OLOSS L-BANK ELEV VOL TWA R-BANK ELEV WTN ELMIN SSTA CORAR TOPWID ENDST 1490 NH CARD USED *SECNO 30570,000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 3445.0 ELENCL= 470,00 ELENCR= 470,00 FROM ~'IMLEY-HORNMODEL, 30570.000 17.04 455,27 ,00 18900,0 ,0 14578,0 4322,0 ,84 .00 5.16 2,07 .000727 900. 900, 900, *SECNO 31230,000 3265 DIVIDED FLOW 1 TARGET- 3655.000 .33 .53 .03 457.43 2087,8 1458,1 226,6 460,00 · 055 .000 438,23 3453,81 0 .00 769,88 4543,28 PAGE PAGE 27 28 3470 ENCROACHMENT STATIONS- 3387,0 7100.0 TYPE= 1 TARGET= 3713.000 ELENCL= 470.00 ELF, NCR= 470.00 FROM KIMLEY-HORN MODEL. 31230.000 17.47 455.57 .00 18900.0 .0 18873.3 26.7 .86 .00 6.90 .51 .001215 620. 620. 700. *SECNO 32150.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 3040.0 ELENCL= 470.00 ELENCR= 470.00 1 05OCT95 20:20:02 .00 456,31 .0 2736.2 .000 .035 2 0 6180.0 TYPE- 1 TARGET= SECNO DEPTH CWSEL CR/WS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 32150.000 19.25 456.25 .00 18900.0 .0 18587.9 312.1 .89 .00 10.93 2.20 .002089 900. 920. 950. CCHV- .300 CEHV= 1490 NH CARD USED *SECNO 32200.000 3265 DIVIDED FLOW .5O0 3301 HV CHANGED MORE THAN HVINS 3370 NORMAL BRIDGE, NF, D= 9 MIN ELTRD~ 3470 ENCROACHMENT STATIONS= 3050.0 ELENCL= 470.00 ELENCR= 470.00 32200.000 20.69 455.69 .00 18900.0 .0 17951.6 948.4 .89 .00 14.43 6.44 .001334 50. 50. 50. *SECNO 32230.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD- 9 MIN ELTRD- 3470 ENCROACHMF, NT STATIONS= 3050.0 ELENCL= 470.00 ELF, NCR= 470.00 32230.000 20.99 455.99 .00 18900.0 .0 17891.4 1008.6 .89 .00 14.02 6.36 .001248 50. 50. 50. 1 05OCT95 20:20:02 .00 458.08 1.83 .0 1700.2 142.0 .000 .035 .055 2 0 0 463.60 MAX ELLC- ******** 5734.0 TYPE= 1 TARGET= .00 458.80 3.10 .0 1244,2 147.2 .000 .015 .020 2 0 0 463.60 MAX ELLC= ******** 6180.0 TYPE= 1 TARGET= · 00 458.92 2.92 · 0 1276.5 158.5 .O00 .015 .020 2 o o SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CCHV= .100 CEHV- .300 *SECNO 32250.000 3265 DIVIDED FLOW 3301 HVCHANGED MORE THAN HVINS .74 .58 .12 459.79 52.2 1514.9 235.6 460.80 .055 .000 438.10 3403.90 0 .00 404.61 4411.50 3140.000 HL OLOSS L-BANK ELEV VOL TWA R-BANK ELEV WTN ELMIN SSTA CORAR TOPWID ENDST 1.44 .33 460.50 1563.8 242.4 460.00 .000 437.00 3404.88 .00 233.10 4393.75 2684.000 .08 .64 461.50 1565.7 242.6 461.50 .000 435.00 3407.89 .00 145.87 4397.85 3130.000 .06 .05 461.50 1567.3 242.8 461.50 .000 435.00 3407.00 .00 148.84 4398.35 HL OLOSS L-BANK ELEV VOL TWA R-BANKELEV WTN ELMIN SSTA CORAR TOPWID ENDST PAGE PAGE 29 3O 3470 ENCROACHMENT STATIONS= 3040.0 6180.0 TYPE= 1 TARGET= 3140.000 ELENCL= 470.00 ELENCR= 470.00 32250.000 21.61 458.61 .00 .00 459.15 .55 .00 .24 460.50 13200.0 .0 12171.0 1029.0 .0 1977.5 674.3 1567.4 242.8 460.00 .89 .00 6.15 1,53 .000 .045 .055 .000 437.00 3402.17 .000970 1. 1. 1. 3 0 0 .00 683.41 4560.64 1490 NH CARD USED *SECNO 32305.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .48 32305.000 20.69 458.39 .00 .00 459.39 1.00 .10 .14 465.00 13200.0 .0 10689.4 2510.6 .0 1241.3 524.5 1570.1 243.4 460.00 .89 .00 8.61 4.79 .000 .045 .055 .000 437.70 2164.83 .004194 55. 55. 55. 2 0 0 .00 300.61 3346.80 1490 NH CARD USED *SECNO 32725.000 3265 DIVIDED FLOW 3301 HV CHARGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.40 32725.000 21.72 459.92 .00 .00 460.10 .17 .62 .08 463.00 13200.0 4490.2 6993.8 1716.0 1918.1 1694.4 1263.7 1603.3 252.5 461.00 .93 2.34 4.13 1.36 .060 .045 .055 .000 438.20 1571.23 .000731 380. 420. 520. 2 0 0 .00 1362.51 3816.12 1 05OCT95 20: 20: 02 T1 DENTON CREEK- PROPOSED CONDITION T2 DENTON CREEK - 100 YR DISCHARGE PROFILE T3 DENTON CREEK - TEXAS FILE: "DENTCK1.DAT" J1 ICHECK INQ NINV IDIR STRT METRIC 0 4 0 0 .000452 0 J2 NPRDF IPLOT PRFVS XSECV XSECH FN 3 0 -1 (EXIS. RUNOFF) SPIARS & DeOTTE, INC. HVINS Q WSEL f~ 0 0 450.70 A.LLDC IBW CHNIM ITP4%CE 05OCT95 20:20:02 SECNO DEPTH CWSEL CRIWS WSELK EG Q QLOB QCH QROB ALOB ACH TIME VLOB VCH VROB XNL XNCH SLOPE XLOBL XLCH XLOBR ITRIAL IDC HV HL OLOSS L-BANK F, LEV AROB VOL TWA R-BANKELEV XNR WTN ELMIN SSTA ICONT CORAR TOPWID ENDST *PROF 3 CCHV- .100 CEHV- .300 *SECNO 18440.000 3470 ENCROACHMENT STATIONS= 3750.0 7650.0 TYPE~ 1 TARGET- 3900.000 ELENCL~ 470.00 ELENCR= 470.00 FEMA CROSS SECTION START OF LEVEE DISTRICT 18440.000 20.71 452.11 .00 450.70 452.19 .08 .00 .00 449.00 20600.0 15160.6 2633.8 2805.6 6694.3 947.0 2430.8 .0 .0 451.00 .00 2.26 2.78 1.15 .035 .045 .055 .000 431.40 3750.00 .000454 10000. 5880. 4500. 0 0 4 .00 2803.63 6553.63 CCHV= .100 CEHV- .300 *SECNO 19230.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.65 3470 ENCROACHMENT STATIONS= 4000.0 6880.0 TYPE~ I TARGET- 2880.000 PAGE PAGE 31 32 ELENCL= 470.00 ELENCR= 470.00 SPIARS & DeOTTE ADDED SECTION (8-10-95) 19230.000 20.52 452.22 .00 .00 20600.0 8832.3 10488.8 1278.8 8324.9 .10 1.06 2.02 .61 .035 .000064 550. 550. 550. 2 CCHV- .100 CEHV= *SECNO 19330.000 3265 DIVIDED FLOW 1 05OCT95 20:20:02 .300 452.26 .04 .07 .00 448.00 5201.9 2089.5 162.2 33.8 452.00 · 035 .055 .000 431.70 4000.00 0 0 .00 2552.23 6849.80 SECNO DEPTH CWSEL CRi'WS WSELK EG HV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITKIAL IDC ICONT CORAR TOPWID L-BANKELEV R-BANKELEV SSTA ENDST PAGE 33 3470 ENCROACHMENT STATIONS- 4000.0 6820.0 TYPE- 1 TARGET- 2820.000 ELENCL- 470.00 ELENCR- 470.00 EXISTING AUTHOR/ZED ENC~DACHMENT IN R.O.B. AT BIRDSONG TRACT STA. 6820 19330.000 20.54 452.24 .00 .00 452.27 .03 .01 .00 20600.0 8021.6 10844.0 1734.5 8347.9 5993.9 3082.7 214.9 44.1 .12 .96 1.81 .56 .035 .035 .055 .000 431.70 .000053 100. 100. 350. 2 0 0 .00 2762.71 1490 NH CARD USED *SECNO 19930.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .63 3470 ENCROACHMENT STATIONS- 5208.0 7350.0 TYPE- 1 TARGET- 2142.000 ELENCL= 470.00 ELENCR= 470.00 448.00 453.00 4000.00 6820.00 FEMACROSS SECTION START OF PROPOSED CHANNEL IMPROVEMENTS CORRECTED GR'S TO MATCH CITY TOPO IN R.O.B. 19930.000 20.23 452.23 .00 .00 452.34 .12 .05 .03 448.50 20600.0 1672.4 18634.3 293.3 1848.5 6471.0 693.2 389.2 71.0 453.00 .19 .90 2.88 .42 .045 .033 .055 .000 432.00 5208.00 .000131 600. 600. 420. 2 0 0 .00 1556.97 6967.01 CCHV= .100 CEHV- .300 *SECNO 20980.000 3470 ENCROACHMENT STATIONS= 1040.0 1580.0 TYPE- 1 TARGET- 540.000 ELENCL- 470.00 ELENCR= 453.70 D.M.D. CROSS SECTION (5-5-93) 20980.000 19.99 452.29 .00 .00 452.50 .22 .13 .03 458.10 20600.0 .0 20589.2 10.8 .0 5516.8 30.6 522.6 85.6 450.00 .25 .00 3.73 .35 .000 .035 .055 .000 432.30 1068.79 .000195 870. 820. 250. 0 0 0 .00 423.73 1492.51 1 05OCT95 20: 20: 02 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANKELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAl{ TO~NID ENDST *SECNO 20990.000 3470 ENCROACHMENT STATIONS= 1040.0 1457.0 TYPE- 1 TARGET- 417.000 ELENCL- 470.00 ELENCR= 452.10 20990.000 19.99 452.29 .00 .00 452.51 .22 .00 .00 458.10 20600.0 .0 20588.5 11.5 .0 5517.7 .33.4 523.9 85.7 450.00 .25 .00 3.73 .34 .000 .035 .055 .000 432.30 1068.78 .000195 10. 10. 10. 0 0 0 .00 420.26 1489.04 PAGE 34 *SECNO 21260.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 1048.0 ELENCL= 470.00 ELENCR= 454.00 D.M.D. CROSS SECTION (5-5-93) 1522.0 TYPE= 21260.000 19.91 452.41 .00 .00 452.58 20600.0 .0 20600.0 .0 .0 6213.1 .28 .00 3.32 .00 .000 .035 ,000178 380. 380. 390. 2 0 *SECNO 21635.000 3470 ENC~DACHMENT STATIONS- 1061.0 ELENCL= 470.00 ELENCR= 454.80 21635,000 18.71 452.41 .00 20600.0 ,0 20600.0 .0 .30 .00 4.27 .00 .000274 340. 340. 400. *SECNO 21645.000 3470 ENCPDACHMENT STATIONS= 1061.0 ELENCL= 470.00 ELENCR= 455.80 D.M.D. CROSS SECTION (5-5-93) 20:20:02 1 05OCT95 1458.0 TYPE= .00 452.69 .0 4823.6 .000 .035 2 0 1528.0 TYPE= 1 TARGET= .17 .0 .000 0 474.000 .07 .00 458.40 575.2 89.4 454.00 .000 432.50 1074.61 .00 421.87 1520.64 1 TARGET= 397.000 .28 .07 .03 458.60 .0 618.2 92.3 454.00 .000 .000 433.70 1089,56 0 .00 315.25 1404.81 1 TARGET= SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 21645.000 18.71 452.41 .00 .00 452.69 .28 20600.0 .0 20600'.0 .0 .0 4824.3 .0 · 30 .00 4.27 .00 .000 .035 .000 .000273 10. 10. 10. 0 0 0 1490 NH CARD USED *SECNO 22370.000 3470 ENCROACHMENT STATIONS- 5094.0 ELENCL= 470.00 ELENCR= 454.50 5460.0 TYPE- CHANNEL FEMA CROSS SECTION START OF THE PROPOSED RELOCATED 22370.000 20.15 452.65 .00 .00 452.96 20600.0 .0 20600.0 .0 .0 4580.3 · 36 .00 4.50 .00 .000 .035 .000322 880. 880. 480. 2 0 .300 CCh'V= .100 CEHV- 1490 NH CARD USED *SECNO 23800.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 5467.0 ELENCL- 470.00 ELENCR= 454.00 1 TARGET= .31 .0 .000 0 1 TAKGET- D.E.C. CROSS SECTION 7000.0 TYPE' 23800.000 19.74 453.04 .00 .00 453.45 .41 20600.0 17182.0 3418.0 .0 3121.5 1354.2 .0 .42 5.50 2.52 .00 .035 .035 .000 .000527 720. 1430. 680. 2 0 0 1490 NH CARD USED *SECNO 24400.000 1 05OCT95 20:20:02 SECNO DEPTH CWSEL CR1-WS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 467.000 HL OLOSS L-BANK ELEV VOL T~A R-BANK ELEV WTN ELMIN SSTA CORA~ TOPWID ENDST .00 .00 458.60 619.4 92.3 454.00 .000 433.70 1089.55 .00 315.26 1404.81 366.000 .26 .01 450.50 714.3 98.7 454.50 .000 432.50 5094.00 .00 310.80 5404.80 1533.000 .46 .03 450.00 837.6 111.9 454.00 .000 433.30 5467.00 .00 671.49 6928.02 HL OLOSS L-BANK ELEV VOL TWA R-BANKELEV WTN ELMIN SSTA CORAR TOPWID ENDST PAGE PAGE 35 36 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, k'RATIO = 1.79 3470 ENCROACHMENT STATIONS= 5260.0 6940.0 TYPE- 1 TARGET= 1680.000 ELENCL= 470.00 ELENCR= 470.00 24400.000 21.98 453.48 .00 .00 453.58 .10 .10 .03 459.20 20600.0 .0 20600.0 .0 .0 8029.1 .0 901.5 120.4 470.00 .46 .00 2.57 .00 .000 .031 .000 .000 431.50 5276.58 .000165 130. 550. 230. 2 0 0 .00 949.07 6864.37 CCHV= .100 CEHV= 1490 NH CARD USED *SECNO 24700.000 3265 DIVIDED FLOW · 300 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .62 3470 ENCROACHMENT STATIONS= 4187.0 5200.0 TYPE= I TARGETz 1013.000 ELENCLz 470.00 ELENCR= 470.00 ********** KH-PARCHE MODEL COORDINATION 24700 - 39440 ************ CROSS SECTION 24700 IS FROM THE KIMLEY-HORN MODEL. 24700.000 19.54 453.44 .00 .00 453.76 .32 .11 .07 451.00 20600.0 15580.4 5019.6 .0 3267.4 1298.8 .0 961.8 127.5 470.00 .49 4.77 3.86 .00 .035 .035 .000 .000 433.90 4187.00 .000432 610. 350. 80. 2 0 0 .00 523.19 5195.19 CCHV- .100 CEHV= .300 *SECNO 25530.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .69 05OCT95 20:20:02 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK EDEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITKIAL IDC ICONT CORAR TOPWID ENDST PAGE 37 3470 ENCROACHMENT STATIONS- 2494.0 2742.7 TYPE- ELENCL= 470.00 ELENCR= 470.00 FROM KIMLEY-HORN MODEL. CHANNEL DISTANCE REVISED. 25530.000 19.18 453.58 .00 .00 454.30 20600.0 .0 20600.0 .0 .0 3014.3 .52 .00 6.83 .00 .000 .035 .000895 700. 700. 560. 2 0 *SECNO 25770.000 3470 ENCROACHMENT STATIONS= 2494.0 2780.0 TYPE= ~L~NCL= 470.00 ELENCR= 470.00 25770.000 19.42 454.02 .00 .00 454.49 20600.0 .0 20600.0 .0 ,0 3756.1 · 53 .00 5.48 .00 .000 .035 .000519 240. 240. 240. 2 0 1490 NH CARD USED *SECNO 26830.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 3470 ENCROACHMENT STATIONS- 2619.6 5200.0 TYPE- ELENCL- 470.00 ELENCR= 470.00 FROM KIMLEY-HORN MODEL. 1 TARGET- 248.670 .73 .42 .12 455.33 .0 1022.7 133.6 470.00 · 000 .000 434.40 2502.21 0 .00 236.10 2738.31 I TARGET= 286.000 .47 .16 .03 455.33 .0 1041.4 135.0 470.00 · 000 .000 434.60 2500.46 0 .00 273.07 2773.53 KRATIO ~ 1.83 TARGET= 2580.420 26830.000 18.44 454.74 .00 .00 454.80 .06 .27 .04 457.35 21300.0 .0 8430.4 12869.6 .0 3355.2 7731.7 1212.3 152.1 452.00 .67 .00 2.51 1.66 .000 .035 .055 .000 436.30 2630.03 · 000166 1030. 1050. 960. 0 0 0 .00 1221.50 3990.94 I 05OCT95 20:20:02 SECNO DEPTH CWSEL CRtWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCM XNR SLOPE XLOBL XLCH ~LOBR ITRIAL IDC ICONT 1490 NH CARD USED *SECNO 28080.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 3470 ENCROACHMENT STATIONS- 2417.0 5100.0 TYPE- ELENCL= 470.00 ELENCR- 470.00 FROM KIMLEY-HORN MODEL. 28080.000 19.52 454.72 .00 .00 21300.0 .0 19242.5 2057.5 .0 .72 .00 6.06 1.46 .000 · 000904 850. 900. 1000. 2 KRATIO ~ 1490 NH CARD USED *SECNO 28870.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS- 2319.0 ELENCL= 470.00 ELENCR= 470.00 5400.0 TYPE- FROM KIMLEY-HORN MODEL. 28870.000 19.23 455.53 .00 .00 21300.0 .0 14158.8 7141.2 .0 .77 .00 4.12 1.36 .000 .000499 610. 610. 900. 2 TARGET- CCHV= .100 CEHV- 1490 NH CARD USED *SECNO 29610.000 .300 3265 DIVIDED FLOW 1 05OCT95 20: 20: 02 HL OLOSS L-BANK ELEV VOL TWA R-BANK F, LEV WTN ELMIN SSTA CORAR TOPWID ENDST .43 2683.020 455.24 .52 .30 .14 455.94 3175.9 1407.9 1384.6 176.4 458.40 .035 .055 .000 435.20 2421.84 0 0 .00 957.15 3985.18 TARGET~ 3081.000 455.72 .19 .44 .03 457.00 3433.1 5267.7 1499.9 205.2 459.30 .037 .055 ,000 436.30 2324.86 0 0 .00 2036.10 4810.52 SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB KNL XNC~ XNR SLOPE XLOBL XLCH ~LOBR ITR_IAL IDC ICONT HL OLOSS L-BANK ELEV VOL TWA R-BANK ELEV WTN ELMIN SSTA COP, AR TOPWID ENDST PAGE PAGE 38 39 3470 ENC9DACHMENT STATIONS- 2055.0 5100.0 TYPE~ ELENCL= 470.00 ELENCR- 470.00 FROM KIMLEY-HORN MODEL. 29610.000 18.44 455.84 .00 .00 456.04 21300.0 .2 14455.0 6844.7 1.2 3403.7 .83 .19 4.25 1.79 .055 .035 .000422 650. 650. 800. 2 0 1490 NH CARD USED *SECNO 30570.000 3265 DIVIDED FLOW 3470 ENC~DACHMENT STATIONS- 3445.0 7100.0 TYPE- ELENCL- 470.00 ELENCR- 470.00 FROM k'IMLEY-HORN MODEL. 1 TARGET- .21 3816.8 .055 0 1 TARGET- 3045.000 · 32 .01 455.65 1634.3 231.9 458.70 · 000 437.40 2055.00 · 00 996.29 3180.87 3655.000 30570.000 18.00 456.23 .00 .00 456.54 .31 .47 .03 457.43 21300.0 .0 15747.7 5552.3 .0 3132.2 2547.5 1767.6 250.7 460.00 .89 .00 5.03 2.18 .000 .033 .055 .000 438.23 3449.93 .000656 900. 900. 900. 1 0 0 .00 817.70 4554.92 *SECNO 31230.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 3387.0 ELENCL- 470.00 ELF, NCR- 470.00 FROM KIMLEY-NORN MODEL. 31230.000 18.37 456.47 .00 21300.0 .0 21076.6 223.4 .91 .00 7.08 1.03 .001273 620. 620. 700. 05OCT95 20:20:02 7100.0 TYPE= 1 TARGET- .00 457.24 .77 .0 2976.3 215.9 .000 .035 .055 2 0 0 SECNO DEPTH CWSEL CP, IWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT *SECNO 32150.000 3265 DIVIDED fLOW 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACI~qENT STATIONS- 3040.0 ELENCL- 470.00 ELENCR- 470.00 32150.000 20.13 457.13 .00 21300.0 .0 20709.8 590.2 .94 .00 11.50 2.31 .002205 900. 920. 950. CCHV= .300 CEHV- 1490 NH CARD USED *SECNO 32200.000 3265 DIVIDED FLOW · 500 3301 HV CHANGED MORE THAN HVINS 3370 NORMAL BRIDGE, NRD= 9 MIN ELTRD= 3470 ENCROACHMENT STATIONS- 3050.0 ELENCL- 470.00 ELENCR= 470.00 32200.000 21.56 456.56 .00 21300.0 .0 20038.2 1261.8 .94 .00 14.96 6.97 · 001398 50. 50. 50. *SECNO 32230.000 3265 DIVIDED FLOW 1 05OCT95 20: 20: 02 6180.0 TYPE- 1 TARGET= .00 459.12 2.00 .0 1801.4 255.7 .000 .035 .055 2 0 0 463.60 MAX F. LLC- ******** 5734.0 TYPE- 1 TARGET- .00 459.87 3.31 .0 1339.7 181.1 .000 .015 .021 2 0 0 SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 3713.000 .56 .14 459.79 1833.3 260.7 460.80 .000 438.10 3400.30 .00 499.72 4471.45 HL OLOSS L-BANK ELEV VOL T~A R-BANKELEV WTN ELMIN SSTA CORAR TOPWID ENDST 3140.000 1.51 .37 460.50 1888.9 268.8 460.00 .000 437.00 3403.88 .00 257.36 4398.13 2684.000 .09 .66 461.50 1890.9 269.1 461.50 .000 435.00 3405.31 .00 154.51 4399.30 HL OLOSS L-BANKELEV VOL TWA R-BANK ELEV WTN ELMIN SSTA CORAR TOPWID ENDST PAGE PAGE 40 41 3370 NORMAL BRIDGE, NRD- 9 MIN ELTRD- 3470 ENCROACHMENT STATIONS= 3050.0 ELENCL- 470.00 ELENCR~ 470.00 32230.000 21.91 456.91 .00 21300.0 .0 19962.5 1337.5 .94 .00 14.46 6.82 .001293 50. 50. 50. 463.60 MAX ELLC= ******** 6180.0 TYPE- I TARGET- .00 460.00 3.09 .0 1380.4 196.0 .000 .015 .021 2 0 0 3130.000 .07 .07 461.50 1892.7 269.2 461.50 .000 435.00 3404.24 .00 158.07 4399.90 CCHV= .100 CEHV= .300 *SECNO 32250.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN MVINS 3470 ENCgDACHMENT STATIONS= 3040.0 6180.0 TYPE= 1 TARGET= 3140.000 ELENCL= 470.00 ELENCR= 470.00 32250.000 22.80 459.80 .00 .00 460.27 .46 .00 .26 14900.0 46.3 12553.7 2300.0 80.5 2123.5 1573.8 1892.8 269.3 .94 .57 5.91 1.46 .055 .045 .055 .000 437.00 · 000846 1. 1. 1. 3 0 0 .00 1123.70 1490 NH CARD USED *SECNO 32305.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO ~ .50 32305.000 21.92 459.62 .00 .00 460.46 .84 .08 .11 14900.0 .0 11418.1 3481.9 .0 1430.4 739.3 1896.5 270.2 .94 .00 7.98 4.71 .000 .045 .055 .000 437.70 .003373 55. 55. 55. 2 0 0 .00 361.76 1 05OCT95 20:20:02 SECNO DEPTH CWSEL CRi'WS WSELK EG HV ML OLOSS Q QLOB QCH QROB ALOB ACM AROB VOL TWA TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID 1490 NH CARD USED *SECNO 32725.000 3265 DIVIDED FLOW 3301 MV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 2.37 460.50 460.00 3040.00 4640.26 465.00 460.00 2161.13 3356.24 32725.000 22.73 460.93 .00 .00 461.05 .12 .52 .07 463.00 14900.0 5155.5 6707.6 3036.8 2227.6 1873.2 2224.3 1939.9 280.3 461.00 · 99 2.31 3.58 1.37 .060 .045 .055 .000 438.20 1568.22 · 000602 380. 420. 520. 2 0 0 .00 1484.93 3838.91 1 05OCT95 20: 20: 02 T1 DENTON CREEK - PROPOSED CONDITION (EXIS. RUNOFF) SPIARS & DeOTTE, INC. T2 DENTON CREEK - 500 YR DISCHARGE PRDFILE T3 DENTON CREEK - TEXAS FILE: "DENTC~fl. DAT" J1 ICHECK INQ NINV IDIR STRT METR~IC NVINS Q WSEL 0 5 0 0 .000452 0 0 0 451.80 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM 15 0 -1 L-BANK ELEV R-BANKELEV SSTA ENDST ITRACE PAGE PAGE 42 43 1 05OCT95 20: 20: 02 SECNO DEPTH CWSEL CR/WS WSELK EG HV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL T~A TIME VLOB VCH VROB XNL XNCH XNR W-TN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID *PROF 4 L-BANK ELEV R-BAN}{ ELEV SSTA ENDST PAGE 44 CCHV= .100 CEHVz .300 *SECNO 18440.000 3470 ENCROACHMENT STATIONS= 3750.0 7650.0 TYPE= 1 TARGET- ELENCL= 470.00 ELENCR= 470.00 FEMA CROSS SECTION START OF LEVEE DISTRICT 3900.000 18440.000 22.28 453.68 .00 451.80 453.79 .11 .00 .00 449.00 36200.0 26572.7 3452.3 6175.0 9408.2 1111.7 4305.9 .0 .0 451.00 · 00 2.82 3.11 1.43 .035 .045 .055 .000 431.40 3750.00 .000457 10000. 5880. 4500. 0 0 3 .00 3256.99 7006.99 CCHV= .100 CEHV- .300 *SECNO 19230.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, k'RATIO - 2.08 3470 ENCROACHMENT STATIONS= 4000.0 6880.0 TYPE- 1 TARGET- ELENCL= 470.00 ELENCR- 470.00 SPIABS & DeOTTE ADDED SECTION (8-10-95) 19230.000 22.13 453.83 .00 .00 453.90 .07 36200.0 17377.7 15946.2 2876.1 10810.2 5759.6 3431.1 .07 1.61 2.77 .84 .035 .035 .055 .000106 550. 550. 550. 2 0 0 2880.000 .11 .00 448.00 219.9 38.6 452.00 ,000 431,70 4000.00 .00 2862.61 6862.61 CC}tV- .100 CEHV- .300 *SECNO 19330.000 3470 ENCROACHMENT STATIONS- 4000.0 6820.0 TYPE= 1 TARGET- 2820.000 ELENCL- 470.00 ELENCR~ 470.00 EXISTING AUTHORIZED ENCROACHMENT IN R.O.B. AT BIRDSONG TRACT STA. 6820 19330.000 22.15 453.85 .00 .00 453.91 .06 .01 36200.0 15889.9 16587.1 3723.1 10850.2 6659.1 4437.0 290.6 .09 1.46 2.49 .84 .035 .035 .055 .000 .000088 100. 100. 350. 2 0 0 .00 .00 448.00 50.4 453.00 431.70 4000.00 2820.00 6820.00 1 05OCT95 20: 20: 02 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK F, LEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANKELEV TIME VLOB VCH VROB XNL XNCH XNR W~N ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COP, AR TOPWID ENDST 1490 NH CARD USED *SECNO 19930.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, K-RATIO - .59 3470 ENCROACHMENT STATIONS= 5208.0 7350.0 TYPE- 1 TARGET- 2142.000 ELENCL~ 470.00 ELENCR= 470.00 FEMA CROSS SECTION START OF PROPOSED CHANNEL IMPROVEMENTS CORRECTED GR'S TO MATCH CITY TOPO IN R.O.B. 19930.000 21.81 453.81 .00 .00 454.05 .24 .08 .05 ,448.50 36200.0 4159.4 30493.5 1547.1 2633.4 7239.3 1927.8 509.9 79.1 453.00 · 14 1.58 4.21 .80 .045 .033 .055 .000 432.00 5208.00 · 000250 600. 600. 420. 2 0 0 .00 1877.69 7085.69 CCHV= .100 CEHV- .300 *SECN0 20980,000 3470 ENCROACHMENT STATIONS- 1040.0 1580.0 TYPE- 1 TARGET= 540.000 ELENCL= 470.00 ELF, NCR= 453.70 D.M.D. CROSS SECTION (5-5-93) 20980.000 21.56 453.86 .00 .00 454.40 .54 .26 .09 458.10 36200.0 .0 35952.5 247.5 .0 6063.7 408.8 668.1 97.4 450.00 .17 .00 5.93 .61 .000 .035 .055 .000 432.30 1062.24 .000444 870. 820. 250. 2 0 0 .00 1361.43 2423.66 *SECNO 20990.000 3470 ENCROACHMENT STATIONS- 1040.0 1457.0 TYPE= 1 TARGET- 417.000 ELENCL- 470.00 ELENCR- 452.10 20990.000 21.56 453.86 .00 .00 454.41 .55 .00 .00 458.10 36200.0 .0 36038.6 161.4 .0 6064.9 192.8 669.5 97.6 450.00 PAGE 45 .17 .00 5.94 .84 .000 .035 .055 .000 432.30 1062.22 .000446 10. 10. 10. 0 0 0 .00 477.21 1539,43 1 05OCT95 20:20:02 SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACM AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL X. LCH XLOBR ITRIAL IDC ICONT *SECNO 21260.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS- 1048.0 ELENCL= 470.00 ELENCR~ 454.00 D.M.D. CROSS SECTION (5-5-93) 21260.000 21.66 454.16 .00 36200.0 .0 36198.4 1.6 .19 .00 5.19 .16 .000401 380. 380. 390. *SECNO 21635.000 3470 ENCROACHMENT STATIONS= 1061.0 ELENCL= 470.00 ELENCR= 454.80 21635.000 20.43 454.13 .00 36200.0 .0 36199.9 .1 .21 .00 6,73 .11 .000615 340. 340. 400. *SECNO 21645.000 3470 ENCROACHMENT STATIONS= 1061.0 ELENCL= 470.00 ELENCR= 455.80 D.M.D. CROSS SECTION (5-5-93) 21645.000 20.44 454.14 36200.0 .0 36199.9 .21 .00 6.73 .000614 10. 10, 1522.0 TYPE- 1490 NH CARD USED *SECNO 22370.000 3470 ENCROACHMENT STATIONS= 1 05OCT95 20:20:02 5094.0 1 TARGET- .00 454.58 .42 .0 6971.4 10.0 .000 .035 .055 2 0 0 1458.0 TYPE- .00 454.83 .0 5376.1 .000 .035 2 0 1528.0 TYPE- TARGET= .70 .5 .055 0 1 TARGET= · 00 .00 454.84 .70 · 1 .0 5377.7 .6 · 11 .000 .035 .055 10. 0 0 0 5460.0 TYPE= 1 TARGET- SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT ELENCL= 470.00 ELENCR- 454.50 FEMACROSS SECTION START OF THE PROPOSED RELOCATED 22370.000 22.22 454.72 .00 36200.0 ,0 36133.3 66,7 · 24 .00 6.83 .27 .000764 880. 880. 480. CHANNEL .00 455.45 .72 .0 5287.6 243.3 · 000 .035 .055 2 0 0 7000.0 TYPE- .3OO CCHV= .100 CEHV- 1490 NH CARD USED *SECNO 23800.000 3470 ENCROACHMENT STATIONS- 5467.0 ELENCL= 470.00 ELENCR= 454.00 D.E.C. CROSS SECTION 1 TARGET- HL OLOSS L-BANK ELEV VOL TWA R-BANK ELEV WTN ELMIN SSTA CORAR TOP$9-iD ENDST 474.000 .16 .01 458.40 727.3 101.9 454.00 .000 432.50 1068.15 .00 507.88 1586.48 397.000 .17 .09 458.60 775.5 105.3 454.00 .000 433.70 1082.61 .00 333.49 1416.10 467. 000 .01 .00 458,60 776.8 105.3 454.00 .000 433.70 1082.59 .00 333.78 1416.37 366.000 HL OLOSS L-BANK ELEV VOL T~A R-BANKELEV WTN ELMIN SSTA CORAR TOPWID ENDST · 60 .01 450.50 885.8 118.4 454,50 · 000 432.50 5094.00 · 00 1461.34 6555.34 1533.000 23800.000 22.62 455.92 .00 .00 456.28 .36 .79 .04 450.00 36200.0 26906.2 8649.3 644.5 5175.7 2441.9 646.3 1062.4 151.7 454.00 · 31 5.20 3.54 1.00 .036 .035 .055 .000 433.30 5467.00 .000617 720. 1430. 680, 3 0 0 .00 1905.02 7372.02 PAGE PAGE 46 47 1490 NH CARD USED *SECNO 24400.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE~ KRATIO = 1.61 3470 ENCROACHMENT STATIONS= 5260.0 6940.0 TYPE- i TARGET= ELENCL= 470.00 ELENCH= 470.00 24400.000 24.79 456.29 .00 .00 456.44 .15 36200.0 .0 36200.0 .0 .0 11661.2 .0 .35 .00 3.10 .00 .000 .027 .000 .000239 130. 550. 230. 2 0 0 1680.000 .14 1160.9 .000 .00 1 05OCT95 20:20:02 .O2 167.1 431.50 1627.21 SECNO DEPTH CWSEL CKI'WS WSELK EG HV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH V~DB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID KRATIO = .62 CCHV- .100 CEHV- .300 1490 NH CARD USED *SECNO 24700.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 3470 ENCROACHMENT STATIONS= 4187.0 5200.0 TYPE= 1 TARGET- 1013.000 ELENCL- 470.00 ELENCR= 470.00 ********** ]{H-PARCHE MODEL COORDINATION 24700 - 39440 ************ CROSS SECTION 24700 IS FROM THE KTMLEY-HORN MODEL. 24700.000 22.36 456.26 .00 .00 456.68 .42 .16 .08 36200.0 27161.0 9039.0 .0 5247.4 1688.1 .0 1251.3 180.4 · 37 5.18 5.35 .00 .037 .035 .000 .000 433.90 .000616 610. 350. 80. 2 0 0 .00 1013.00 CCHV= .100 CEHV= .300 *SECNO 25530.000 3301 HV CHANGED MORE THAN HVINS 3302 I4ARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .62 3470 ENCROACHMENT STATIONS- 2494.0 2742.7 TYPE- 1 TARGET- 248.670 ELENCL= 470.00 ELENCR- 470.00 FROM KIMLEY-HORNMODEL. CHANNEL DISTANCE REVISED. 25530.000 21.74 456.14 .00 .00 457.67 1.54 .65 36200.0 .6 36199.4 .0 1.0 3639.0 .0 1336.2 .39 .66 9.95 .00 .055 .035 .000 .000 .001583 700. 700. 560. 2 0 0 .00 *SECNO 25770.000 3301 HV CHANGED MORE THAN HVINS 1 050CT95 20:20:02 .33 190.5 434.40 248.67 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL T~A TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID 459.20 470.00 5268.43 6940.00 L-BANK ELEV R-BANK ELEV SSTA ENDST 451.00 470.00 4187.00 5200.00 455.33 470.00 2494.00 2742.67 L-BANK ELEV R-BANK ELEV SSTA ENDST PAGE PAGE 48 49 3470 ENCROACHMENT STATIONS= 2494.0 ELENCL= 470.00 ELENCR= 470.00 25770.000 22.45 457.05 .00 36200.0 1.3 36198.7 .0 .40 .63 7.85 .00 .000863 240. 240. 240. 1490 NH CARD USED *SECNO 26830.000 2780.0 TYPE= .00 458.00 2.1 4608.5 .055 .035 2 0 1 TARGET- 286.000 · 96 .27 .06 455.33 · 0 1359.0 192.0 470.00 · 000 .000 434.60 2494.00 0 .00 286.00 2780.00 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 3470 ENCROACHMENT STATIONS= 2619.6 5200.0 TYPE= ELENCL= 470.00 ELENCR= 470.00 FROM KIMLEY-HORN MODEL. 26830.000 22.05 458.35 .00 .00 458.44 36200.0 .0 13687.6 22512.4 .0 4778.8 .52 .00 2.86 2.02 .000 .032 .000180 1030. 1050. 960. 2 0 1490 NH CARD USED *SECNO 28080.000 3302 ~ARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 3470 ENCROACHMENT STATIONS" 2417.0 5100.0 TYPE- ELENCL= 470.00 ELENCR= 470.00 FROM KIMLEY-HORN MODEL. 28080.000 23.26 458.46 .00 .00 458.83 36200.0 .0 25659.8 10540.2 .0 4609.5 .58 .00 5.57 2.19 .000 .031 .000757 850. 900. 1000. 2 0 1 05OCT95 20: 20: 02 KRAT IO = TARGET~ .O9 11117.3 .055 0 KRATIO = TARGET- .36 4822.1 .055 0 2.19 2580.420 .35 1594.6 .000 .00 .49 2683.020 .31 1874.6 .000 .00 .09 212.6 436.30 1518.92 .08 248.3 435.20 1685.O8 SECNO DEPTH CWSEL CR/WS WSELK EG HV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL T~A TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID 1490 NH CARD USED *SECNO 28870.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 3470 ENCROACHMENT STATIONS= 2319.0 5400.0 TYPE= ELENCL= 470.00 ELENCR= 470.00 FROM KIMLEY-HORN MODEL. 459.18 4841.6 .036 0 KRATIO - 28870.000 22.77 459.07 .00 .00 36200.0 .0 17019.5 19180.5 .0 .66 .00 3.52 1.63 .000 .000299 610. 610. 900. 2 CCHV= .100 CEHV~ 1490 NH CARD USED *SECNO 29610.000 TARGET- .11 11760.5 .055 0 TARGET= 5100.0 TYPE= .300 1.59 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS- 2055.0 ELENCL= 470.00 ELENCR= 470.00 FROM KIMLEY-HORN MODEL. 29610.000 21.83 459.23 36200.0 19.3 21442.9 .71 .93 4.76 .000416 650. 650. 3081.000 .33 2112.1 .000 .00 3045.000 .03 287.9 436.30 2456.14 1490 NH CARD USED *SECNO 30570.000 3265 DIVIDED FTOW 457.35 452.00 2619.58 4138.50 455.94 458.40 2416.98 4102.06 L-BANK ELEV R-BANKELEV SSTA ENDST 457.00 459.30 2319.00 4873.02 .00 .00 459.47 .24 .25 .04 455.65 14737.8 20.7 4508.2 6230.9 2347.2 319.2 458.70 2.37 .055 .033 .055 .000 437.40 2055.00 800. 2 0 0 .00 1108.59 3204.61 PAGE 50 1 05OCT95 20:20:02 PAGE 51 SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT HL OLOSS L-BANK ELEV VOL TWA R-BANK ELEV WTN ELMIN SSTA CORAR TOPWID ENDST 3470 ENCROACHMENT STATIONS= 3445.0 7100.0 TYPETM I TARGETz ELENCL= 470.00 ELENCRz 470.00 FROM KIMLEY-HORN MODEL. 30570.000 21.39 459.62 .00 .00 459.96 .34 36200.0 .1 24127.3 12072.7 .4 4469.8 4478.5 .77 .21 5.40 2.70 .055 .029 .055 .000635 900. 900. 900. 2 0 0 *SECNO 31230.000 3265 DIVIDED FLOW 3301 ~rVCHANGED MORE THAN F{VINS 3302 WARNING: CONVEYANCE C~IANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 3470 ENCROACHMENT STATIONS~ 3387.0 7100.0 TYPE~ 1 TARGET= ELENCL= 470.00 ELENCR= 470.00 FROM KIMLEY-HORN MODEL. 3655.000 .46 .03 457.43 2550.8 345.6 460.00 .000 438.23 3445.00 .00 1439.07 5906.66 .63 3713.000 31230.000 21.78 459.88 .00 .00 460.72 .84 .61 .15 459.79 36200.0 .0 31713.8 4486.2 .0 4049.2 1949.3 2663.1 367.8 460.80 .79 .01 7.83 2.30 .000 .035 .055 .000 438.10 3387.00 .001601 620. 620. 700. 2 0 0 .00 1427.77 4919.16 3040.0 6180.0 TYPE= 1 TARGET= *SECNO 32150.000 3265 DIVIDED FLOW 3301 HVCHANGEDMORE THAN HVINS 3470 ENCROACHMENT STATIONS= i 05OCT95 20:20:02 SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AgDB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 3140.000 HL OLOSS L-BANK ELEV VOL T~A R-BANK ELEV WTN ELMIN SSTA CORAR TOPWID ENDST ELENCL= 470.00 ELENCR- 470.00 32150.000 23.75 460.75 459.96 .00 462.87 2.12 1.77 .38 460.50 36200.0 399.0 29063.0 6738.0 252.8 2242.0 2478.7 2780.4 398.5 460.00 .82 1.58 12.96 2.72 .055 .035 .055 .000 437.00 3040.00 .002320 900. 920. 950. 4 8 0 .00 1419.44 4703.58 .500 CCHV- .300 CEHV= 1490 NH CARD USED *SECNO 32200.000 463.60 MAX ELLC- ******** 5734.0 TYPE~ 1 TARGET~ · 00 465.03 5.82 .0 1659.8 303.5 .000 .015 .021 4 16 0 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN h'VINS 3370 NORMAL BRIDGE, NRD= 9 MIN ELTRD= 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3470 ENCROACMMENT STATIONS= 3050.0 ELENCL= 470.00 ELENCR= 470.00 32200.000 24.20 459.20 459.20 36200.0 .0 33197.0 3003.0 .82 .00 20.00 9.89 .002303 50. 50. 50. *SECNO 32230.000 3265 DIVIDED FLOW 2684.000 .12 1.85 461.50 2784.4 39914 461.50 .000 435.00 3397.39 .00 180.96 4403.75 PAGE 52 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, k'RATIO - 1.45 3370 NORMAL BRIDGE, NRD~ 1 050CT95 20:20:02 9 MIN ELTRD- 463.60 MAX ELLC- ******** SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL T~A R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3685 20 TRIALS ATTEMPTED WSEL,C~SEL 3470 ENCRDACHMENT STATIONS- 3050.0 6180.0 TYPE- 1 TARGET- 3130.000 ELENCL= 470.00 ELENCR~ 470.00 32230,000 27.74 462.74 459.20 .00 465.90 3.16 .08 .80 461.50 36200.0 289.6 32126.1 3784.3 293.3 2149.8 534.0 2787.2 399.8 461.50 .82 .99 14.94 7.09 .055 .015 .022 .000 435.00 3050.00 .001096 50. 50. 50. 21 16 0 .00 485.27 4409.72 CCHV= .100 CEHV- .300 *SECNO 32250.000 3301 HV CHANGED MORE THAN HVINS 3302 ~ARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, K~ATIO - 1.97 3470 ENCROACHMENT STATIONS- 3040.0 6180.0 TYPE- 1 TARGET- ELENCL= 470.00 ELENCR= 470.00 32250.000 29.09 466.09 .00 .00 466.21 .12 36200.0 3135.5 12162.4 20902.1 2127.4 2909.0 13454.3 .82 1.47 4.18 1.55 .055 .045 .055 .000282 1. 1. I. 4 0 0 1490 NH CARD USED *SECNO 32305.000 32305.000 28.42 466.12 .00 .00 466.23 .11 36200.0 6018.0 10304.8 19877.1 4452.5 2659.1 9459,4 .82 1.35 3.88 2.10 .055 .045 .054 .000506 55. 55. 55. 0 0 0 1490 NH CARD USED *SECNO 32725.000 3302 WARNING: CONVEYANCE CF~%NGE OUTSIDE OF ACCEPTABLE RANGE, 32725.000 28.13 466.33 .00 .00 466.39 36200.0 11145.0 8698.2 16356.8 7425.1 2992.8 .89 1.50 2.91 1.49 .058 .045 .000235 380. 420. 520. 2 0 KRATIO - 3140.000 1 05OCT95 20:20:02 .00 .30 460.50 2787.5 399.8 460.00 .000 437.00 3040.00 .00 2892.37 5932.37 .02 .00 465.00 2809.6 404.1 460.00 .000 437.70 124.12 .00 3852.65 3976.77 1.47 .06 .15 .01 463.00 11009.0 3010.8 443.6 461.00 .055 .000 438.20 .00 0 .00 3908.58 3908.58 PAGE PAGE 53 54 ************************************* HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ************************************* THIS RUN EXECUTED 05OCT95 NOTE- ASTEKISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SU~94ARY OF ERRORS LIST DENTON CREEK - TEXAS SUMMARY PRINTOUT SECNO CWSEL Q XLCH VCH TOPWID STCHL STCHR ELMIN SSTA 18440.000 449.70 12800.00 .00 5.71 1975.68 5480.00 5585.00 431.40 3750.00 18440.000 450.50 18200.00 .00 4.96 2649.88 5480.00 5585.00 431.40 3750.00 ENDST 6519.25 6520.50 20:20:07 18440.000 452.11 20600,00 .00 2.78 18440,000 453.68 36200.00 .00 3.11 2803.63 3256.99 5480.00 5480.00 5585.00 5585.00 19230,000 450.04 12800.00 550.00 1.88 2346.39 5551.80 5900.00 19230,000 450.80 18200.00 550.00 2.30 2361.13 5551.80 5900,00 19230.000 452.22 20600.00 550.00 2.02 2552.23 5551.80 5900.00 19230.000 453.83 36200.00 550.00 2.77 2862.61 5551.80 5900.00 431.40 431.40 431.70 431.70 431.70 431.70 3750.00 3750.00 4000.00 4000.00 4000.00 4000.00 6553.63 7006.99 6830.42 6837.97 6849.80 6862.61 19330.000 450.06 12800.00 100.00 1.67 2691.50 5551.80 5965.00 431.70 4000.00 6820.00 19330.000 450.82 18200.00 100.00 2.05 2695.88 5551.80 5965.00 431.70 4000.00 6820.00 19330.000 452,24 20600.00 100.00 1.81 2762.71 5551.80 5965.00 431.70 4000.00 6820.00 19330.000 453.85 36200.00 100.00 2.49 2820.00 5551.80 5965.00 431.70 4000.00 6820.00 19930.000 450.07 12800.00 600.00 2.29 1124.52 5704.00 6190.00 432.00 5208.00 6901.70 19930.000 450.82 18200.00 600.00 2.99 1235.53 5704.00 6190.00 432.00 5208.00 6920.51 19930.000 452.23 20600.00 600.00 2.88 1556.97 5704.00 6190.00 432.00 5208.00 6967.01 19930.000 453.81 36200.00 600.00 4.21 1877.69 5704.00 6190.00 432.00 5208.00 7085.69 1413.00 1413.00 1413.00 1413.00 1040.00 1040.00 1040.00 1040.00 1077.79 1074.49 1068.79 1062.24 20980.000 450.13 12800.00 820.00 2.68 336.09 20980.000 450.92 18200.00 820.00 3.60 344.93 20980.000 452.29 20600.00 820.00 3,73 423.73 20980.000 453,86 36200,00 820.00 5.93 1361.43 432.30 432.30 432.30 432.30 20990.000 450.13 12800.00 10.00 2.67 336.19 1040.00 1413.00 432.30 1077,75 20990.000 450.92 18200.00 10.00 3.60 344,95 1040.00 1413.00 432.30 1074.48 20990.000 452.29 20600.00 10.00 3,73 420.26 1040.00 1413.00 432,30 1068.78 20990.000 453.86 36200.00 10.00 5.94 477.21 1040.00 1413.00 432.30 1062.22 21260.000 450.20 12800.00 380.00 2.41 394.55 1048.00 21260.000 451.04 18200.00 380.00 3.22 404.88 1048.00 21260.000 452.41 20600.00 380.00 3.32 421.87 1048.00 21260.000 454,16 36200.00 380.00 5.19 507.88 1048.00 20:20:02 05OCT95 1522.00 1522.00 1522.00 1522.00 SECNO CWSEL Q XLCH VCH TOPWID STCHL STCHR 432.50 432.50 432.50 432.50 ELMIN 433.70 433.70 433.70 433.70 21635.000 450.20 12800.00 340.00 21635.000 451.04 18200.00 340.00 21635.000 452,41 20600.00 340.00 21635.000 454.13 36200.00 · 340.00 1408.00 1408.00 1408.00 1408.00 1061.00 1061.00 1061.00 1061.00 1082.75 1079.67 1074.61 1068.15 SSTA 1098.44 1095.08 1089.56 1082.61 301.97 307.00 315.25 333.49 3.09 4.14 4.27 6.73 1413.88 1419.42 1492.51 2423.66 1413.94 1419.43 1489.04 1539.43 1518.74 1519.46 1520.64 1586.48 ENDST 1400.41 1402.08 1404.81 1416.10 21645.000 450.21 12800.00 10.00 3.09 301.97 1061.00 1408.00 433.70 1098.44 1400.41 21645.000 451.04 18200.00 10.00 4.14 307.01 1061.00 1408.00 433.70 1095.07 1402.08 21645.000 452.41 20600.00 10.00 4.27 315.26 1061.00 1408.00 433.70 1089.55 1404.81 21645.000 454.14 36200.00 10.00 6.73 333.78 1061.00 1408.00 433.70 1082.59 1416.37 22370.000 450.35 12800.00 880.00 22370.000 451.29 18200.00 880.00 22370.000 452.65 20600.00 880.00 22370.000 454.72 36200.00 880.00 301.65 305.73 310.80 1461.34 363.62 475.70 671.49 1905.02 5094.00 5094.00 5094.00 5094.00 432.50 432.50 432.50 432.50 433.30 433.30 433.30 433.30 431.50 431.50 431.50 431.50 433.90 433.90 433.90 433.90 6610.00 6610.00 6610.00 6610.00 5260.00 5260.00 5260.00 5260.00 5060.00 5060.00 5060.00 5060.00 450.59 12800.00 1430.00 451.68 18200.00 1430.00 453.04 20600.00 1430.00 455,92 36200.00 1430.00 3.30 4.37 4.50 6.83 2.61 2.80 2.52 3.54 5094.59 5094.00 5094.00 5094.00 5471.35 5467,00 5467.00 5467.00 5313.33 5294.32 5276.58 5268.43 4196.78 4191.71 4187.00 4187.00 23800.000 23800.000 23800.000 23800.000 5460.00 5460.00 5460.00 5460.00 7000.00 7000.00 7000.00 7000.00 6940.00 6940.00 6940.00 6940.00 5200.00 5200.00 5200.00 5200.00 24400.000 450.88 12800.00 550.00 2.10 619.21 24400.000 452.16 18200.00 550.00 2.62 721.72 24400.000 453.48 20600.00 550.00 2.57 949.07 24400.000 456.29 36200.00 550.00 3.10 1627.21 24700.000 450.84 12800.00 350.00 2.88 345.66 24700.000 452.11 18200.00 350.00 3.75 460.98 24700.000 453.44 20600.00 350.00 3.86 523.19 24700.000 456.26 36200.00 350.00 5.35 1013.00 5396.24 5399.73 5404.80 6555.34 6744.46 6826.07 6928.02 7372.02 6810.17 6824.70 6864.37 6940.00 5190.33 5192.71 5195.19 5200.00 25530.000 451.03 12800.00 700.00 5.25 216.81 2495.20 2742.67 434.40 2512.41 2729.23 25530.000 452.33 18200.00 700.00 6.68 226.63 2495.20 2742.67 434.40 2507.22 2733.85 25530.000 453,58 20600,00 700.00 6.83 236.10 2495.20 2742.67 434.40 2502.21 2738.31 25530.000 456.14 36200.00 700.00 9.95 248.67 2495.20 2742.67 434.40 2494.00 2742.67 25770.000 451.31 12800.00 240,00 4.21 253.28 2495.20 25770.000 452.77 18200.00 240.00 5.32 263.94 2495.20 25770.000 454.02 20600.00 240.00 5.48 273.07 2495.20 25770.000 457.05 36200.00 240.00 7,85 286.00 2495.20 26830.000 26830.000 26830.000 26830.000 2.35 2.63 2.51 2.86 938.08 1149.83 1221.50 1518.92 241.73 778.89 957.15 1685.08 2511.37 2505.49 2500.46 2494.00 2641.84 2635.07 2630.03 2619.58 2433.62 2426.99 2421.84 2416.98 2619.58 2619.58 2619.58 2619.58 2416.98 2416.98 2416.98 2416.98 5.54 6.46 6.06 5.57 434.60 434.60 434.60 434.60 436.30 436.30 436.30 436.30 435.20 435.20 435.20 435.20 2780.00 2780,00 2780.00 2780.00 3100.00 3100.00 3100.00 3100.00 2941.00 2941.00 2941.00 2941.00 451.78 13300.00 1050.00 453.48 18900.00 1050.00 454.74 21300.00 1050.00 458.35 36200.00 1050.00 * 28080.000 451.78 13300.00 900.00 * 28080.000 453.44 18900,00 900.00 * 28080.000 454.72 21300.00 ~00,00 * 28080.000 458.46 36200.00 900.00 2764.65 2769.43 2773.53 2780.00 3973.83 3983.64 3990.94 4138.50 2929.25 3944.92 3985.18 4102.06 PAGE 55 1 PAGE 56 05OCT95 20:20:02 SECNO CWSEL Q XLCH VCH 28870.000 452.39 13300.00 610.00 5.22 26870.000 454.37 18900.00 610.00 4.78 28870.000 455.53 21300.00 610.00 4.12 28870.000 459.07 36200.00 610.00 3.52 29610.000 453.04 13300.00 650.00 4.14 29610.000 454.82 18900.00 650.00 4.38 29610.000 455.84 21300.00 650.00 4.25 29610.000 459.23 36200.00 650.00 4.76 30570.000 453.50 13300.00 900.00 4.86 30570.000 455.27 18900.00 900.00 5.16 30570.000 456.23 21300.00 900.00 5.03 30570.000 459.62 36200.00 900.00 5.40 31230.000 453.87 13300.00 620.00 5.75 31230.000 455.57 18900.00 620.00 6.90 31230.000 456.47 21300.00 620.00 7.08 31230.000 459.88 36200,00 620.00 7.83 32150.000 454.47 13300.00 920.00 8.81 32150.000 456.25 18900.00 920.00 10.93 32150.000 457.13 21300.00 920.00 11.50 32150.000 460.75 36200.00 920.00 12,96 32200.000 454.04 13300.00 50.00 12.00 32200.000 455.69 18900.00 50.00 14.43 32200.000 456.56 21300.00 50.00 14.96 32200.000 459.20 36200.00 50.00 20.00 32230.000 454.16 13300.00 50.00 11.67 32230.000 455.99 18900.00 50.00 14.02 32230.000 456,91 21300.00 50.00 14.46 32230.000 462.74 36200.00 50.00 14.94 32250.000 455.98 9400,00 1.00 5.53 32250.000 458.61 13200.00 1.00 6.15 32250.000 459.80 14900.00 1.00 5.91 32250.000 466.09 36200,00 1.00 4.18 32305.000 455.39 9400.00 55.00 10.07 32305.000 458.39 13200,00 55.00 8.61 32305.000 459.62 14900.00 55.00 7.98 32305.000 466.12 36200.00 55.00 3.88 32725.000 457.61 9400,00 420.00 4.69 32725.000 459.92 13200.00 420.00 4.13 32725,000 460.93 14900.00 420.00 3.58 32725.000 466.33 36200.00 420.00 2.91 05OCT95 20:20:02 DENTON CREEK - TEXAS SU~4ARY PRINTOUT TABLE 100 SECNO EGLWC O5OCT95 20:20:02 DENTON CREEK - TEXAS Stg~4ARY PRINTOUT TABLE 150 EGPRS ELTRD TOP'ViD 1636.64 1832.48 2036.10 2456.14 910.05 961.84 996.29 1108.59 683.78 769.88 817,70 1439.07 239.17 404.61 499.72 1427.77 144.43 233.10 257.36 1419.44 129.02 145,87 154,51 180.96 130.15 148.84 158.07 485.27 156.03 683.41 1123.70 2892.37 185.64 300.61 361.76 3852.65 630.85 1362.51 1484.93 3908.58 STCHL 2319.00 2319.00 2319.00 2319.00 2060.73 2060.73 2060.73 2060.73 3445.18 3445.18 3445.18 3445.18 3387.03 3387.03 3387.03 3387.03 3400.00 3400.00 3400.00 3400.00 3390.50 3390.50 3390.50 3390.50 3390.50 3390.50 3390.50 3390.50 3400.00 3400.00 3400.00 3400.00 2110.00 2110.00 2110.00 2110.00 1940.00 1940.00 1940.00 1940.00 STCHR 2810.00 2810.00 2810.00 2810.00 2470.00 2470.00 2470.00 2470.00 4020.00 4020.00 4020.00 4020.00 3837.00 3837.00 3837.00 3837.00 3525.00 3525.00 3525.00 3525.00 3539.50 3539.50 3539.50 3539.50 3539.50 3539.50 3539.50 3539.50 3525.00 3525.00 3525.00 3525.00 2325.00 2325.00 2325.00 2325.00 2150.00 2150.00 2150.00 2150.00 ELMIN 436.30 436.30 436.30 436.30 437.40 437.40 437.40 437.40 436.23 438.23 438.23 438.23 438.10 438,10 438.10 438.10 437.00 437.00 437.00 437.00 435.00 435.00 435.00 435.00 435.00 435.00 435.00 435.00 437.00 437.00 437.00 437.00 437.70 437.70 437.70 437.70 438.20 438.20 438.20 438.20 SSTA 2337,45 2329.50 2324.86 2319.00 2071.17 2064.04 2055.00 2055.00 3460.92 3453.81 3449.93 3445.00 3410.70 3403.90 3400.30 3387.00 3406.93 3404,88 3403.88 3040.00 3412.86 3407.89 3405.31 3397.39 3412.53 3407.00 3404.24 3050.00 3405.19 3402.17 3040.00 3040.00 2173.84 2164.83 2161.13 124.12 1578.16 1571.23 1568.22 .00 ENDST 4631.61 4711.81 4810.52 4873.02 3161.27 3173.76 3180.87 3204.61 4521.94 4543.28 4554.92 5906.66 3698.48 4411.50 4471.45 4919.16 4384.86 4393.75 4398.13 4703.58 4393.82 4397.85 4399.30 4403.75 4394.02 4398.35 4399.90 4409.72 4392.41 4560.64 4640.26 5932.37 3331.02 3346.80 3356.24 3976.77 3698.91 3616.12 3638.91 3908.58 PAGE 57 QPR QWEIR CLASS H3 DEPTH CWSEL VCH EG PAGE 58 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS 18440.000 .00 .00 .00 18440.000 .00 .00 .00 18440.000 .00 .00 .00 18440.000 .00 .00 .00 * 19230.000 550.00 * 19230.000 550.00 * 19230.000 550.00 * 19230.000 550.00 431.40 431.40 431.40 431.40 431.70 431.70 431.70 431.70 431.70 431.70 431.70 431.70 432.00 432.00 19330.000 100.00 19330.000 100.00 19330.000 100.00 19330.000 100.00 .00 .00 .00 .00 12800.00 18200,00 20600.00 36200.00 12800.00 18200.00 20600.00 36200.00 12800.00 18200.00 20600.00 36200.00 12800.00 18200.00 .00 .00 .00 .00 449.70 450.50 452.11 453.68 450.04 450.80 452.22 453.83 450.06 450.82 452.24 453.85 450.07 450.82 .00 .00 .00 .00 .00 .00 .00 .00 ,00 .00 .00 .00 .00 .00 .00 .00 . 19930.000 600.00 19930.000 600.00 ES 10*KS VCH AREA .01K 449.95 450.70 452.19 453.79 450.08 450.85 452.26 453.90 450.09 450.86 452.27 453.91 450.15 450.95 .00 .00 .00 .00 26.11 18.05 4.54 4.57 .67 .94 .64 1.06 .54 .76 .53 .88 .98 1.57 .00 .00 .00 .00 .00 .00 5.71 3747.98 2504.89 4.96 5640.28 4283.64 2.78 10072.09 9669.64 3.11 14825.81 16935.73 1.88 10361.62 15625.98 2.30 12138.50 18741.02 2.02 15616.28 25669.32 2.77 20000.92 35159.23 1.67 11512.62 17379.14 2.05 13558.45 20826.94 1.81 17424.49 28391.00 2.49 21946.29 38685.52 2.29 6219.34 12954.04 2.99 7107.38 14531.22 * 19930.000 * 19930.000 20980.000 20980.000 20980.000 20980.000 20990.000 20990.000 20990.000 20990.000 21260.000 21260.000 21260.000 21260.000 21635.000 21635.000 21635.000 21635.000 '21645.000 21645.000 21645.000 21645.000 05OCT95 SECNO 22370.000 22370.000 22370.000 22370.000 23800.000 23800.000 23800.000 23800.000 24400.000 24400.000 24400.000 24400.000 24700.000 24700.000 24700.000 24700.000 25530.000 25530.000 25530.000 25530.000 25770.000 25770.000 25770.000 25770.000 26830.000 26830.000 26830.000 26830.000 28080.000 28080.000 28080.000 28080.000 28870.000 28870.000 28870.000 28870.000 29610.000 29610.000 29610.000 29610.000 05OCT95 S£CNO 30570.000 30570.000 600.00 600.00 820.00 820.00 820.00 820.00 10.00 10.00 10.00 10.00 380.00 380.00 380.00 380.00 340.00 340.00 340.00 340.00 10.00 10.00 10.00 10.00 20:20:02 XLCH 880.00 880.00 880.00 880.00 1430.00 1430.00 1430.00 1430.00 550.00 550.00 550.00 550.00 350.00 350.00 350.00 350.00 700.00 700.00 700.00 700.00 240.00 240.00 240.00 240.00 1050.00 1050.00 1050.00 1050.00 900.00 900.00 900.00 900.00 610.00 610.00 610.00 610.00 650.00 650.00 650.00 650.00 20:20:02 XLCH 900.00 900.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ~.T.TRD .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ELTRD .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ELLC .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 . O0 .00 .00 .00 .00 ELLC .00 .00 432.00 432.00 432.30 432.30 432.30 432.30 432.30 432.30 432.30 432.30 432.50 432.50 432.50 432.50 433.70 433.70 433.70 433.70 433.70 433.70 433.70 433.70 ELMIN 432.50 432.50 432.50 432.50 433.30 433.30 433.30 433.30 431.50 431.50 431.50 431.50 433.90 433.90 433.90 433.90 434.40 434.40 434.40 434.40 434.60 434.60 434.60 434.60 436.30 436.30 436.30 436.30 435.20 435.20 435.20 435.20 436.30 436.30 436.30 436.30 437.40 437.40 437.40 437.40 ELMIN 438.23 438.23 20600.00 36200.00 12800.00 18200.00 20600.00 36200.00 12800.00 18200.00 20600.00 36200.00 12800.00 18200.00 20600.00 36200.00 12800.00 18200.00 20600.00 36200.00 12800.00 18200.00 20600.00 36200.00 452.23 453.81 450.13 450.92 452.29 453.86 450.13 450.92 452.29 453.86 450.20 451.04 452.41 454.16 450.20 451.04 452.41 454.13 450.21 451.04 452.41 454.14 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 . O0 . O0 .00 .00 .00 .00 .00 .00 452.34 454.05 450.24 451.12 452.50 454.40 450.25 451.12 452.51 454,41 450.29 451.20 452.58 454.58 450.35 451.30 452.69 454.83 450.35 451.31 452.69 454.84 1.31 2.50 1.17 2.00 1.95 4.44 1.17 2.00 1.95 4.46 1.06 1.81 1.78 4.01 1.65 2.80 2.74 6.15 1.65 2.80 2.73 6.14 2.88 9012.68 17985.03 4.21 11800.49 22874.15 2.68 4782.73 11839.72 3.60 5052.28 12875.29 3.73 5547.39 14762.21 5.93 6472.44 17170.37 2.67 4785.82 11851.51 3.60 5052.88 12877.61 3.73 5551.13 14766.35 5.94 6257.71 17134.58 2.41 5310.92 12445.46 3.22 5644.86 13534.90 3.32 6213.09 15439.98 5.19 6981.45 18083.15 3.09 4144.13 9962.95 4.14 4398.11 10875.97 4.27 4823.56 12454.59 6.73 5376.61 14599.20 3.09 4144.53 9964.39 4.14 4398.80 10878.49 4.27 4824.26 12457.24 6.73 5378.27 14605.92 PAGE 59 Q CWSEL CRIWS EG 10*KS VCH AREA .01K 12800.00 18200.00 20600.00 36200.00 12800.00 18200.00 20600.00 36200.00 12800.00 18200.00 20600.00 36200.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .o0 .00 .00 .00 .00 .00 .00 .00 .00 .00 CRIWS .00 .00 12800.00 18200.00 20600.00 36200.00 12800.00 18200.00 20600.00 36200.00 12800.00 18200.00 20600.00 36200.00 13300.00 18900.00 21300.00 36200.00 13300.00 18900.00 21300.00 36200.00 450.35 451.29 452.65 454.72 450.52 451.59 452.96 455.45 450.86 452.12 453.45 456.28 450.95 452.27 453.58 456.44 451.08 452.46 453.76 456.68 451.46 453.02 454.30 457.67 451.58 453.21 454.49 458.00 451.84 453.55 454.80 458.44 452.25 454.06 455.24 458.83 452.80 454.65 455.72 459.18 453.26 455.05 456.04 459.47 EG 453.81 455.61 450.59 451.68 453.04 455.92 450.88 452.16 453.48 456.29 450.84 452.11 453.44 456.26 451.03 452.33 453.58 456.14 451.31 452.77 454.02 457.05 451.78 453.48 454.74 458.35 2.06 3.36 3.22 7.64 3.75 5.96 5.27 6.17 1.14 1.73 1.65 2.39 3.39 4.82 4.32 6.16 6.26 9.26 8.95 15.83 3.66 5.29 5.19 8.63 1.59 1.90 1.66 1.80 8.47 10.40 9.04 7.57 9.32 7.09 4.99 2.99 4.86 4.80 4.22 4.16 10*KS 7.08 7.27 3.30 3876.95 8918.80 4.37 4161.41 9928.27 4.50 4580.26 11487.67 6.83 5530.90 13096.25 451.78 453.44 454.72 458.46 452.39 454.37 455.53 459.07 453.04 454.82 455.84 459.23 CWSEL 453.50 455.27 13300.00 18900.00 21300.00 36200.00 13300.00 18900.00 21300.00 36200.00 Q 13300.00 18900.00 2.61 3249.05 6607.17 2.80 3705.88 7454.03 2.52 4475.77 8974.58 3.54 8263.83 14568.77 2.10 6109.00 11995.00 2.62 6942.53 13825.76 2.57 8029.06 16058.53 3.10 11661.24 23402.56 2.88 3376.55 6946.96 3.75 3913.43 8291.19 3.86 4566.28 9913.19 5.35 6935.48 14584.90 5.25 2436.74 5116.37 6.68 2724.69 5981.79 6.83 3014.25 6885.82 9.95 3640.01 9099.73 4.21 3042.02 6695.01 5.32 3420.10 7913.80 5.48 3756.14 9040.72 7.85 4610.52 12325.11 2.35 7781.59 10548.99 2.63 9580.11 13727.74 2.51 11086.91 16550.34 2.86 15896.16 27015.14 5.54 2402.07 4570.19 6.46 3477.92 5859.76 6.06 4583.76 7084.90 5.57 9431.53 13155.38 5.22 3033.04 4355.93 4.78 6457.40 7098.17 4.12 8700.78 9532.50 3.52 16602.11 20935.27 4.14 4558.73 6034.19 4.38 6228.79 8625.67 4.25 7221.72 10372.81 4.76 10759.78 17743.93 PAGE 60 VCH AREA .01K 4.86 3618.57 4999.76 5.16 4910.74 7011.34 30570,000 900.00 30570.000 900.00 31230.000 620.00 31230.000 620.00 31230.000 620.00 31230.000 620.00 32150.000 920.00 32150.000 920.00 32150.000 920.00 32150.000 920.00 32200.000 50.00 32200.000 50.00 32200.000 50.00 32200.000 50.00 32230.000 50.00 32230.000 50.00 32230.000 50.00 32230,000 50.00 32250.000 1.00 32250.000 1.00 32250.000 1.00 32250.000 1.00 32305.000 55.00 32305.000 55,00 32305.000 55.00 32305.000 55.00 * 32725.000 420.00 * 32725.000 420.00 * 32725.000 420.00 * 32725.000 420.00 · 00 .00 438.23 21300.00 456.23 .00 456.54 · 00 .00 438.23 36200.00 459.62 .00 459.96 · 00 .00 438.10 13300.00 453.87 .00 454.38 · 00 .00 438.10 18900.00 455.57 .00 456.31 · 00 .00 438,10 21300.00 456.47 .00 457.24 · 00 .00 438.10 36200.00 459.88 .00 460.72 6,56 6.35 9.49 12.15 12.73 16.01 5.03 5679.75 8317.39 5.40 8948.74 14367.92 5.75 2313.29 4317.90 6.90 2788.35 5422.58 7.08 3192.18 5970.81 7.83 5998.48 9047.79 · 00 .00 437.00 13300.00 454.47 .00 455.67 15.02 8.81 1555.10 3431.48 · 00 .00 437.00 18900.00 456.25 .00 458.08 20.89 10.93 1842.22 4135.02 · 00 .00 437.00 21300.00 457.13 .00 459.12 22.05 11.50 2057.15 4536.24 · 00 .00 437.00 36200.00 460.75 459.96 462.87 23.20 12.96 4973.38 7514.89 463.60-999999.00 435.00 13300.00 454.04 .00 456.22 9.63 12.00 1163.60 4286.05 463.60-999999.00 435.00 18900,00 455.69 .00 458,80 13.34 14.43 1391.39 5174.98 463.60-999999.00 435.00 21300.00 456.56 .00 459.87 13.98 14.96 1520.80 5695.96 463.60-999999.00 435.00 36200.00 459.20 459.20 465.03 23.03 20.00 1963.27 7542.68 05OCT95 20:20:02 DENTON CREEK - TEXAS SL94~%RY PRINTOUT TABLE 150 ' SECNO Q CWSEL 463.60-999999.00 435.00 13300.00 454.16 .00 456.28 9.39 11.87 1177.83 4340.38 463.60-999999.00 435.00 18900.00 455.99 .00 458.92 12.48 14.02 1435.06 5349.70 463.60-999999.00 435.00 21300.00 456.91 .00 460.00 12.93 14.46 1576.38 5922.62 463.60-999999.00 435.00 36200.00 462.74 459.20 465.90 10.96 14.94 2977.14 10934.70 .00 .00 437.00 9400.00 455.98 .00 456.45 .00 .00 437.00 13200.00 458.61 .00 459.15 .00 .00 437.00 14900.00 459.80 ,00 460.27 .00 .00 437.00 36200.00 466.09 .00 466.21 .00 .00 437.70 9400.00 455.39 .00 456.85 .00 .00 437.70 13200.00 458.39 .00 459.39 .00 ,00 437.70 14900,00 459.62 .00 460.46 .00 .00 437.70 36200,00 466.12 .00 466.23 .00 .00 438.20 9400.00 457.61 .00 457.86 .00 .00 438.20 13200.00 459.92 .00 460.10 .00 .00 438.20 14900.00 460.93 ,00 461.05 .00 .00 438.20 36200.00 466.33 .00 466.39 DI~SP DI f-WSX DIFKWS TOPWID XLCH 18440.000 12800.00 449.70 .00 .00 .00 1975.68 .00 18440.000 18200.00 450.50 .80 .00 .00 2649.88 .00 18440.000 20600.00 452.11 1.61 .00 1.41 2803.63 .00 18440.000 36200.00 453,68 1.57 .00 1.88 3256.99 .00 * 19230.000 12800.00 450.04 .00 .34 .00 2346.39 * 19230.000 18200.00 450,80 .75 .30 .00 2361.13 * 19230.000 20600.00 452.22 1.43 .12 .00 2552.23 * 19230.000 36200.00 453.83 1.60 .15 .00 2862.61 19330.000 12800.00 450.06 .00 .02 .00 2691.50 19330.000 18200.00 450.82 .76 .02 .00 2695.88 19330.000 20600.00 452.24 1.42 .01 .00 2762.71 19330.000 36200.00 453.85 1.61 .03 .00 2820.00 19930.000 12800.00 450.07 .00 .01 .00 1124.52 * 19930.000 18200.00 450.82 .75 ,00 .00 1235.53 * 19930.000 20600.00 452.23 1.41 -.01 .00 1556.97 * 19930.000 36200.00 453.81 1.58 -,04 .00 1877.69 20980.000 12800.00 450.13 20980.000 18200.00 450.92 20980.000 20600.00 452.29 20980.000 36200.00 453.86 · 00 .07 .00 336.09 .78 .10 .00 344.93 1.37 .06 .00 423.73 1.57 .05 .00 1361.43 · 00 .00 .00 336.19 .78 .00 ,00 344.95 1.37 .00 .00 420.26 1.57 .00 .00 477.21 · 00 .07 .00 394.55 · 84 .12 .00 404.88 1.37 .12 .00 421.87 1.75 .30 .00 507.88 · 00 .00 .00 301.97 .83 .00 .00 307.00 1.37 .00 .00 315.25 1.72 -.03 .00 333.49 .00 .00 .00 301.97 · 84 .00 .00 307.01 1.37 .00 .00 315.26 550.00 550.00 550.00 550.00 100.00 100.00 100.00 100.00 600.00 600.00 600.00 600.00 820.00 820.00 820.00 820.00 10.00 10.00 10.00 10.00 380.00 380.00 380.00 380.00 340.00 340.00 340.00 340.00 10.00 10.00 10.00 20990.000 12800.00 450.13 20990.000 18200.00 450.92 20990.000 20600.00 452.29 20990.000 36200.00 453.86 21260.000 12800.00 450.20 21260.000 18200,00 451.04 21260.000 20600.00 452.41 21260.000 36200.00 454.16 8.96 9.70 8.46 2.82 65.83 41.94 33.73 5.06 10.28 7.31 6.02 2.35 5.53 1781.87 3140.56 6.15 2651.83 4238.47 5.91 3777.87 5122.54 4.18 18490.71 21558.90 21635.000 12800.00 450.20 21635.000 18200.00 451.04 21635.000 20600.00 452.41 21635.000 36200.00 454.13 21645.000 12800.00 450.21 21645.000 18200.00 451.04 21645.000 20600.00 452.41 10.07 1030.16 1158.58 8.61 1765.82 2038.18 7.98 2169.69 2565.54 3.88 16571.08 16088.38 4.69 2905.32 2932.40 4.13 4876.10 4882.68 3.58 6325.05 6071.31 2.91 21426.89 23615.54 PAGE 81 21645.000 36200.00 454.14 1.73 .01 .00 333.78 10.00 05OCT95 S ECNO 22370.000 22370.000 22370.000 22370.000 23800.000 23800.000 23800.000 23800.000 24400.000 24400.000 24400.000 24400.000 24700.000 24700.000 24700.000 24700.000 25530.000 25530.000 25530.000 25530.000 25770.000 25770.000 25770.000 25770.000 26830.000 26830.000 26830.000 26830.000 28080.000 28080.000 28080.000 28080.000 28870.000 28870.000 28870.000 28870.000 29610.000 29610.000 29610.000 29610.000 05OCT95 SECNO 30570.000 30570.000 30570.000 30570.000 31230.000 31230.000 31230.000 31230.000 32150.000 32150.000 32150.000 g2150.000 32200.000 32200.000 32200.000 32200.000 32230.000 32230.000 32230.000 32230.000 32250.000 32250.000 32250.000 20:20:02 12800.00 18200.00 20600.00 36200.00 12800.00 18200.00 20600.00 36200.00 12800.00 18200.00 20600.00 36200.00 12800.00 18200.00 20600.00 36200.00 12800.00 18200.00 20600.00 36200.00 12800.00 18200.00 20600.00 36200.00 13300.00 18900.00 21300.00 36200.00 13300.00 18900,00 21300.00 36200.00 13300.00 18900.00 21300.00 36200.00 13300.00 18900.00 21300.00 36200.00 20:20:02 Q 13300.00 18900.00 21300,00 36200.00 13300.00 18900.00 21300.00 36200.00 13300.00 18900.00 21300.00 36200.00 13300.00 18900.00 21300.00 36200.00 13300.00 18900.00 21300.00 36200.00 9400.00 13200.00 14900.00 CWSEL 450.35 451.29 452.65 454.72 450.59 451.68 453.04 455.92 450.88 452.16 453.48 456.29 450.84 452,11 453.44 456.26 451.03 452.33 453.58 456.14 451.31 452.77 454.02 457.05 451.78 453.48 454.74 458.35 451.78 453.44 454.72 458.46 452.39 454.37 455.53 459.07 453.04 454.82 455.84 459.23 CWSEL 453.50 455.27 456.23 459.62 453.87 455.57 456.47 459.88 454.47 456.25 457.13 460.75 454.04 455.69 456.56 459.20 454.16 455.99 456.91 462.74 455.98 458,61 459.80 DIFWSP .00 .94 1.36 2.08 .00 1.09 1.36 2.88 .00 1.28 1.32 2.81 .00 1.27 1.33 2.82 .00 1.30 1.25 2.56 .00 1.46 1.25 3.02 .00 1.69 1.26 3.61 .00 1.66 1.29 3.74 .00 1.98 1.17 3.54 .00 1.78 1.02 3.39 DIF~SP .00 1.78 .96 3.39 .00 1.71 .90 3.40 .00 1.78 .88 3.63 .00 1.65 .86 2.65 .00 1.84 .92 5.83 .00 2.63 1.19 DIFWSX .15 .25 .24 .59 .24 .39 .39 1.20 .29 .48 .44 .37 -.04 -.05 -.04 -.03 .18 .22 .14 -.13 .28 .44 .44 .91 .48 .71 .72 1.30 -.01 -.04 -.01 .11 .61 .93 .81 .60 .65 .46 .31 .16 DIFWSX .46 .45 .40 .39 .37 .30 .24 .26 .60 .68 .65 .88 -.43 -.56 -.57 -1.55 .11 .30 .36 3.54 1.83 2.61 2.89 DIFKWS .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 DIFKWS .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 TOPWID 301.65 305.73 310.80 1461.34 363.62 475.70 671.49 1905.02 619.21 721.72 949.07 1627.21 345.66 460.98 523.19 1013.00 216.81 226.63 236.10 248.67 253.28 263.94 273.07 286.00 938.08 1149.83 1221.50 1518.92 241.73 778.89 957.15 1685.08 1636.64 1832.48 2036.10 2456.14 910.05 961.84 996.29 1108.59 TOPWID 683.78 769.88 817.70 1439.07 239.17 404.61 499.72 1427.77 144.43 233.10 257.36 1419.44 129.02 145.87 154.51 180.96 130.15 148.84 158.07 485.27 156.03 683.41 1123.70 XLCH BBO.O0 BBO.O0 BBO.O0 BBO.O0 1430.00 1430.00 1430.00 1430.00 550.00 550.00 550.00 550.00 350.00 350.00 350.00 350.00 700.00 700.0O 700.00 700.00 240.00 240.00 240.00 240.00 1050.00 1050.00 1050.00 1050.00 900.00 900.00 900.00 900.00 610.00 610.00 610. O0 610.00 650.00 650.00 650.00 650.00 XLCH 900.00 900.00 900.00 900.00 620.00 620.00 620.00 620.00 920.00 920.00 920,00 920.00 50.00 50,00 50,00 50,00 50.00 50.00 50.00 50.00 1.00 1.00 1.00 PAGE PAGE 62 63 * 32250.000 36200.00 466.09 * 32305.000 9400.00 455.39 * 32305.000 13200.00 458.39 * 32305.000 14900.00 459.62 32305.000 36200.00 466.12 6.29 3.35 .00 · 00 -.60 .00 3.00 -.22 .00 1.23 -.18 .00 6.50 .03 .00 * 32725.000 9400.00 457.61 .00 2.23 .00 * 32725.000 13200.00 459.92 2.31 1.53 .00 * 32725.000 14900.00 460.93 1.00 1.30 .00 * 32725.000 36200.00 466.33 5.40 .21 .00 1 05OCT95 20:20:02 2892.37 1.00 185.64 55.00 300.61 55.00 361.76 55.00 3852.65 55.00 630.85 420.00 1362.51 420.00 1484.93 420.00 3908.58 420.00 PAGE 64 SU~Y OF ERRORS AND SPECIAL NOTES S%5~RNING SECNO- 19230.000 PROFILE= ~RNING SECNO~ 19230.000 PROFILE= ~ARNING SECNO~ 19230.000 PROFILE- ~%%RNING SECNO~ 19230.000 PROFILE= WARNING SECNO- 19930.000 PROFILE= WARNING SECNO~ 19930.000 PROFILE= WARNING SECNO= 19930.000 PROFILE- ~ARNING SECNO- 24400.000 PROFILE= ~/~NING SECNO= 24400.000 PROFILE= ~IARNING SECNO- 24400.000 PRDFILE= ~ARNING SECNO~ 24400.000 PROFILE- ~a. RNING SF. CNO~ 24700.000 PRDFILE= ~%RNING SECNO= 24700.000 PROFILE- W~RNING SECNO., 24700.000 PRDFILE= ~%RNING SECNO= 24700.000 PROFILE= WARNING SECNO= 25530.000 PROFILE= ~RNING SECNO- 25530.000 PROFILE= WARNING SECNO- 26830.000 PROFILE= WARNING SECNO~ 26830.000 PROFILE= WARNING SECNO- 26830.000 PROFILE= WARNING SECNO~ 26830.000 PROFILE= WARNING SECNO= 28080.000 PROFILE= WARNING SECNO= 28080.000 PROFILE- WARNING SECNO- 28080.000 PROFILE= W~NING SECNO- 28080.000 PROFILE= WARNING S~CNO= 28870.000 PROFILE= ~%RNING SECNO- 31230.000 PROFILE- CAUTION SECNO= 32200.000 PRDFILE- CAUTION SECNO= 32200.000 PROFILEt CAUTION SECNO- 32230.000 PROFILE= WARNING SECNO~ 32230.000 PROFILE= WARNING SECNO,- 32250.000 PROFILE- WARNING SECNO~ 32305.000 PROFILE= WAP~ING SECNO~ 32305.000 PROFILE= 9~RNING SECNO- 32305.000 PROFILE= R~ARNING SECNO~ 32725.000 PROFILE= WARNING SECNO= 32725.000 PROFILE~ WARNING SECNO~ 32725.000 PROFILE- 1 05OCT95 20:20:02 1 CONVEYANCE CHANGE OUTSIDE 2 CONVEYANCE CHANGE OUTSIDE 3 CONVEYANCE CHANGE OUTSIDE 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ACCEPTABLE RANGE ACCEPTABLE RANGE ACCEPTABLE RANGE 2 CONVEYANCE CHANGE OUTSIDE 3 CONVEYANCE CHANGE OUTSIDE 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ACCEPTABLE RANGE ACCEPTABLE RANGE 1 CONVEYANCE CHANGE OUTSIDE 2 CONVEYANCE C]{ANGE OUTSIDE 3 CONVEYANCE CHANGE OUTSIDE 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ACCEPTABLE RANGE ACCEPTABLE RANGE ACCEPTABLE RANGE 1 CONVEYANCE CHANGE OUTSIDE 2 CONVEYANCE CHANGE OUTSIDE 3 CONVEYANCE CHANGE OUTSIDE 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ACCEPTABLE RANGE ACCEPTABLE RANGE ACCEPTABLE RANGE 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 CONVEYANCE CHANGE OUTSIDE 2 CONVEYANCE CHANGE OUTSIDE 3 CONVEYANCE C"6ANGE OUTSIDE 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ACCEPTABLE RANGE ACCEPTABLE RANGE ACCEPTABLE RANGE 1 CONVEYANCE CHANGE OUTSIDE 2 CONVEYANCE CHANGE OUTSIDE 3 CONVEYANCE CHANGE OUTSIDE 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ACCEPTABLE RANGE ACCEPTABLE RANGE ACCEPTABLE RANGE 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 4 CR/TICAL DEPTH ASSUMED 4 MINIMUM SPECIFIC ENERGY 4 20 TRIALS ATTEMPTED TO BALANCE WSEL 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PAGE 65 WARNING SECNO~ 32725.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE * HEC-2 ~ATER SURFACE PROFILES * * Version 4.6.2; May 1991 * * RUN DATE 05OCT95 TIME 20:24:40 * * U.S. ARMY CORPS OF ENGINEERS * * HYDROLOGIC ENGINEERING CENTER * * 609 SECOND STREET, SUITE D * * DAVIS, CALIFORNIA 95616-4687 * (916) 756-1104 * *************************************** 05OCT95 20:24:40 X X XXXXXXX XXXXX X X X X X X X X X XXXXXXX XXXX X X X X X X X X X X X X XXXXXXX XXXXX XXXXX X X X XXXXX X X XXXXXXX PAGE i ************************************* HEC-2 WATER SURFACE PFDFILES Version 4.6.2; May 1991 ************************************* T1 T2 T3 DENTON CREEK - EXISTING (Modified K-H F.I.S. encroachment model) DENTON CREEK - 100 YR DISCHARGE PROFILE DENTON CREEK, TEXAS "DENECF. DAT" EXIS. COND. FLOODWAY MODEL J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q 0 4 0 0 0 0 0 0 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW 1 0 -1 J3 VARIABLE CODES FOR SU~WARY PRINTOUT 38 1 50 53 54 21 22 110 200 THIS RUN EXECUTED 05OCT95 WSEL F~ 452.11 CHNIM ITRACE 4 43 42 NC .035 .055 .045 .1 .3 QT 8 20600 20600 20600 20600 20600 20600 20600 20600 ET 3750 7650 2.1 7.1 3750 5585 X1 18440 33 5480 5585 10000 4500 5880 GR 460 1008 448 1300 448 1800 447 2250 445 GR 440 2330 440 2500 445 2600 448 2750 448 GR 450 5350 451 5460 449 5480 446 5515 440 GR 434 5535 431.4 5545 431.4 5555 447 5560 451 GR 450 5700 450 5850 448 5920 448 6125 450 GR 450 6500 448 6508 448 6515 450 6520 452 GR 454 7100 460 7440 476 7650 20:24:40 2300 5250 5525 5585 6130 6522 NC .035 .055 .035 .1 .3 ET 4000 6880 2.1 7.1 4000 5900 X1 19230 59 5551.8 5900 550 550 550 GR 454 1000 450 1050 448 1070 447.6 1750 447 2210 GR 446 2410 445 2450 443 2600 443 2670 445 2680 GR 445 2710 445 2860 444 2900 443 2920 445 2960 GR 446 2970 446 3020 445 3040 443 3070 447 3100 GR 446.7 3250 447 3350 447 3500 446 3550 444 3600 GR 447 3650 446 3710 446 3850 447 3940 447 4050 GR 446 4080 446 4160 446 4450 445 4550 446 4700 GR 447 4740 447 4800 447.3 5010 448 5040 448.0 5280 GR 448.0 5490 448.0 5551.8 431.7 5627 431.7 5767 447 5812 GR 447.0 5820 440 5830 431.7 5845 440 5855 452 5900 GR 453.5 6100 451.5 6300 451.2 6370 446 6400 446 6625 GR 450 6630 450 6830 451 6840 456 6880 1 05OCT95 20:24:40 PAGE NC .035 .055 .035 .1 .3 ET 4000 6820 2.1 7.1 4000 5965 X1 19330 65 5551.8 5965 100 350 100 X4 1 450 6440 GR 454 1000 450 1050 448 1070 447.6 1750 447 GR 446 2410 445 2450 443 2600 443 2670 445 GR 445 2710 445 2860 444 2900 443 2920 445 2210 2680 2960 GR 446 2970 446 3020 445 3040 443 3070 447 3100 GR 446.7 3250 447 3350 447 3500 446 3550 444 3600 GR 447 3650 446 3710 446 3850 447 3940 447 4050 GR 446 4080 446 4160 446 4450 445 4550 446 4700 GR 447 4740 447 4800 447.3 5010 448 5040 448.0 5280 GR 448.0 5490 448.0 5551.8 431.7 5617 431.7 5777 448 5842.2 GR 448.0 5860 445 5870 440 5880 431.7 5897 440 5915 GR 453 5965 453 5975 451.2 6080 446 6090 446 6430 GR 450 6800 450 6840 449 6845 450 6850 450 6892 GR 452 6942 454 6980 455 7915 455 8215 460 8250 NH 5 .045 5704 .035 5996 .045 6070 .035 6190 .055 NH 7350 ET 5208 7350 2.1 7.1 5208 6190 X1 19930 53 5704 6190 600 420 600 GR 454.3 1000 450 1040 448 1160 449 1190 449 1210 GR 448 1220 448 1320 449 1330 450 1460 450 1520 GR 449 1530 447.2 1900 447 2170 446.2 2280 446.4 2420 GR 447 2540 447 3070 446.3 3240 446 3350 445 3360 GR 445 3370 446 3380 447 3460 447.5 3750 447 4070 GR 447 4090 448 4150 448,5 4300 448.5 4660 448.5 4960 GR 448.5 5130 448.5 5400 448.5 5600 448.5 5700 448.5 5704 GR 432 5770 432 5930 448.5 5996 448.5 6050 448.5 6070 GR 437 6110 432 6130 437 6150 453 6190 453 6220 GR 452 6440 452 6520 450 6760 450 6900 452 6950 GR 454 7100 456 7250 458 7350 NC .055 .055 ,035 .1 .3 ET 1040 1580 2.1 2.1 Xl 20980 20 1040 1413 870 250 820 GR 452 1000 458 1035 458.1 1040 458 GR 432.3 1312 435 1365 440 1385 450 GR 452 1432 452.7 1580 452 1711 451.5 GR 452 2405 454 2440 456 2460 458 1045 1413 2000 2480 ET 1040 1580 2.1 2.1 1040 1580 X1 20990 23 1040 1413 10 10 10 GR 452 1000 458 1035 458,1 1040 458 1045 GR 432.3 1312 435 1365 440 1385 450 1413 GR 452 1432 452.1 1457 448.1 1473 448.1 1483 GR 454.6 1557 455.5 2000 455.8 2255 455 2405 GR 456 2460 458 2480 460 2525 1 20:24:40 05OCT95 432.3 451 450.8 460 432.3 451 454.1 455 1152 1420 2255 2525 1152 1420 1547 2440 PAGE ET X1 21260 GR 452 GR 432.5 GR 433 GR 453.6 GR 455.9 GR 460 ET X1 21635 GR 452 GR 433.7 GR 451.5 GR 454.9 GR 456 ET X1 21645 GR 452 GR 433.7 GR 452.0 GR 456 NH 5 NH 6780 ET X1 22370 GR 460 GR 450 GR 450.5 GR 432.5 GR 454.5 GR 457 1 05OCT95 1048 1522 2.1 2.1 26 1048 1522 380 390 380 1000 458 1042 458.4 1048 458 1054 432.5 1148 1314 450 1382 455.5 1403 450 1425 433 1455 1480 435 1500 440 1510 454 1522 454 1533 1552 448.85 1571 448.85 1581 455.6 1635 455.6 1700 2335 456 2430 456 2445 456 2495 458 2563 2600 1061 1408 7.1 2.1 1061 1528 23 1061 1408 340 400 340 1000 458 1055 458.6 1061 458 1067 1340 435 1370 454 1408 454.8 1458 1573 454.6 1584 454.7 1594 454.8 1596 1630 454,90 1640 455.8 2100 455.0 2290 2422 458 2530 460 2570 1061 1408 7.1 2.1 1061 1528 18 1061 1408 10 10 10 1000 458 1055 458.6 1061 458 1067 1340 435 1370 454 1408 455.8 1520 1800 452,0 1800 451.8 2100 452.0 2290 2422 458.0 2530 460 2570 433.7 451,5 454.9 455.0 433,7 454 454 1165 1471 1600 2355 1165 1600 2355 *PROF 1 L-BANKELEV R-BANKELEV SSTA ENDST SECNO DEPTH CWSEL CR1-WS WSELK ES HV HL OLOS$ Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VRDB XNL XNCH XNR WTN F_/24IN SLOPE KLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID .05 1300 .06 5094 .035 5460 .055 6610 ,05 5094 6780 2.1 7.1 5094 5460 28 5094 5460 880 480 880 1000 449 1300 449 1750 448 1950 448 2550 2950 450 3670 449 4010 448 4070 449.5 4370 4970 450,5 5094 434.04 5160 434.04 5220 434.04 5280 5320 435 5345 445 5360 446 5380 452.7 5405 5460 454 5870 452.5 6310 452 6480 453.5 6550 6610 459.5 6630 466 6780 20:24:40 PAGE CCHV= .100 CEHV= .300 *SECNO 18440.000 3470 ENCROACHMENT STATIONS= 3750.0 7650.0 TYPE= 1 TARGET= 18440.000 20.71 452.11 .00 .00 452.19 .08 20600.0 15160.6 2633.5 2805.9 6695.3 947.0 2431.3 .00 2.26 2.78 1.15 .035 .045 .055 .000454 10000. 5880. 4500. 0 0 0 CCHV- .100 CERV= .300 *SECNO 19230.000 3265 DIVIDED ~LOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, E'RAT IO z 3470 ENCROACHMENT STATIONS= 4000.0 6880.0 TYPE- 1 TARGET= 19230.000 20.53 452.23 .00 .00 452.27 .04 20600.0 8832.7 10488.4 1278.9 8325.6 5202.1 2089.8 .10 1.06 2.02 .61 .035 .035 .055 .000064 550. 550. 550. 2 0 0 CCHV- .100 CEHV= .300 *SECNO 19330.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 4000.0 6820.0 TYPE= 1 TARGET- 19330.000 20.54 452.24 .00 .00 452.27 .03 20600.0 8021.9 10843.5 1734.6 8348.6 5994.1 3083.1 .12 .96 1.81 .56 .035 .035 .055 .000053 100. 100. 350. 2 0 0 1 05OCT95 20:24:40 SECNO DEPTH CWSEL CRi'WS WSELK EG HV Q QLOB QCN Q~DB ALOB ACH AROB TIME VLOB VCN VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 1490 NH CARD USED *SECNO 19930.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 3470 ENCROACHMENT STATIONS= 5208.0 7350.0 TYPE= 1 TARGET= 19930.000 20.23 452.23 .00 .00 452.34 .12 20600.0 1672.7 18633.9 293.5 1848.8 6471.2 693.6 .19 .90 2.88 .42 .045 .033 .055 .000131 600. 600. 420. 2 0 0 CCMV= .100 CEHV= .300 *SECNO 20980.000 3470 ENCROACHMENT STATIONS- 1040.0 1580.0 TYPE= 1 TARGET- 20980.000 19.99 452.29 .00 .00 452.50 .22 20600.0 .0 20589.2 10.8 .0 5517.0 30.6 · 25 .00 3.73 .35 .000 .035 .055 .000195 870. 820. 250. 0 0 0 *SECNO 20990.000 3470 ENCROACHMENT STATIONS= 1040.0 1580.0 TYPE= 1 TARGET= 20990.000 19.99 452.29 .00 .00 452.51 .21 20600.0 .0 20469.5 130.5 .0 5517.9 198.5 .25 .00 3.71 .66 .000 .035 .055 .000192 10. 10. 10. 0 0 0 *SECNO 21260.000 3265 DIVIDED FLOW 3900.000 .00 .00 449.00 .0 .0 451.00 .000 431.40 3750.00 .00 2803.79 6553.79 2.65 2880.000 .07 .00 448.00 162.2 33.8 452.00 .000 431.70 4000.00 · 00 2552.34 6849.80 2820.000 · 01 .00 448.00 215.0 44.1 453.00 · 000 431.70 4000.00 .00 2762.74 6820.00 }iL OLOSS L-BANK ELEV VOL T~A R-BANK ELEV WTN ELMIN SSTA CORAR TOPWID ENDST .63 2142.000 .05 .03 448.50 389.2 71.0 453.00 .000 432.00 5208.00 .00 1557.13 6967.05 540.000 .13 .03 458.10 522.6 85.6 450.00 .000 432.30 1068.79 .00 423.83 1492.62 540.000 .00 .00 458.10 523.9 85.7 450.00 .000 432.30 1068.78 .00 458.91 1527.69 PAGE 3470 ENCROACHMENT STATIONS- 1048.0 1522.0 TYPE- 1 TARGET- 474.000 21260.000 19.91 452.41 .00 .00 452.58 .17 .07 .00 458.40 20600.0 .0 20600.0 .0 .0 6213.1 .0 576.0 89.6 100000.00 · 28 .00 3.32 .00 .000 .035 .000 .000 432.50 1074.61 .000178 380. 380. 390. 2 0 0 .00 421.87 1520.64 1 05OCT95 20:24:40 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH Q~DB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAl{ TOPWID ENDST *SECNO 21635.000 3265 DIVIDED ~LOW 3470 ENCROACHMENT STATIONS= 1061.0 1528.0 TYPE= 1 TARGET- 467.000 21635.000 18.71 452.41 .00 .00 452.69 .28 .07 .03 458.60 20600.0 .0 20578.2 21.8 .0 4823.8 53.3 619.3 92.7 454.00 .30 .00 4.27 .41 .000 .035 .055 .000 433.70 1089.56 .000273 340. 340. 400. 2 0 0 .00 375.82 1528.00 *SECNO 21645.000 3470 ENCROACHMENT STATIONS= 1061.0 152B.0 TYPE- 1 TARGET- 467.000 21645.000 18.71 452.41 .00 .00 452.69 .28 .00 .00 45B.60 20600.0 .0 20600.0 .0 .0 4824.5 .0 620.4 92.8 454.00 .30 .00 4.27 .00 .000 .035 .000 .000 - 433.70 1089.55 .000273 10. 10. 10. 0 0 0 .00 315.26 1404.B2 1490 NH CARD USED *SECNO 22370.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS- 5094.0 6780.0 TYPE- 1 TARGET- 1686.000 22370.000 20.15 452.65 .00 .00 452.96 .31 .26 .01 450.50 20600.0 .0 20579.8 20.2 .0 4580.3 80.5 715.8 100.5 454.50 .36 .00 4.49 .25 .000 .035 .055 .000 432.50 5094.00 .000321 880. 880. 480. 2 0 0 .00 554.17 6510.20 1 05OCT95 20: 24: 40 Ti DENTON CREEK - ENCROACHMENT T2 DENTON CREEK - 100 YR DISCHARGE PROFILE T3 DENTON CREEK, TEXAS FILE: 92063ENC.DAT J1 ICHECK INQ NINV IDIR STRT METKIC HVINS Q WSEL 0 6 0 0 0 0 0 0 453.12 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM 15 0 -1 ITRACE PAGE PAGE 7 1 05OCT95 20: 24: 40 SECNO DEPTH CWSF..L CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH Q~DB ALOB ACH AROB VOL T~4A R-BANKELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *P~F 2 0 CCHV= .100 CEHV= .300 *SECNO 18440.000 3470 ENCROACHMENT STATIONS- 18440.000 21.72 453.12 20600.0 18066.9 2533.1 .00 2.14 2.41 .000302 10000. 5880. 3750.0 .00 .0 .00 4500. 5585.0 TYPE= 1 TARGET- 1835.000 452.11 453.19 .07 .00 .00 449.00 8442.6 1053.1 .0 .0 .0 100000.00 .035 .045 .000 .000 431.40 3750.00 0 0 0 .00 1835.00 5585.00 PAGE CCHV= . 100 CEHV= . 300 * SECNO 19230.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 3470 ENCROACHMENT STATIONS= 4000.0 5900.0 TYPE= 1 TARGET= 19230.000 21.52 453.22 .00 452.23 453.25 .04 20600.0 10303.6 10296.4 .0 9866.1 5547.7 .0 .11 1.04 1.86 .00 .035 .035 .000 .000050 550. 550. 550. 2 0 0 CCHV= .100 CEHV= .300 *SECNO 19330.000 3470 ENCROAC~4ENT STATIONS= 4000.0 5965.0 TYPE= 1 TARGET= 19330.000 21.53 453,23 .00 452.24 453.26 .03 20600,0 9629.6 10970.4 .0 9880.1 6400.8 .0 .13 .97 1.71 .00 .035 .035 .000 .000044 100. 100. 350. 2 0 0 1490 NH CARD USED *SECNO 19930.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3302 ~ARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 05OCT95 20:24:40 KRATIO = SECNO DEPTH CWSEL CRIWS WSELK EG NV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VPDB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 3470 ENCROACHMENT STATIONS= 5208.0 6190.0 TYPE= 1 TARGET= 19930.000 21.22 453.22 .00 452.23 453.32 .10 20600.0 2398.1 18201.9 .0 2342.5 6954.3 .0 .19 1.02 2.62 .00 .045 .037 .000 .000123 600. 600. 420. 2 0 0 CCHV= .100 CEHV= .300 *SECNO 20980.000 3470 ENCROACHMENT STATIONS= 1040.0 1580.0 TYPE- 1 TARGET= 20980.000 20,97 453.27 .00 452.29 453.46 .19 20600.0 .0 20531.7 68.3 .0 5859.8 177.9 .26 .00 3.50 .38 .000 .035 .055 .000161 870. 820. 250. 0 0 0 *SECNO 20990.000 3470 ENCROACHMENT STATIONS= 1040.0 1580.0 TYPE= 1 TARGET- 20990.000 20.98 453.28 .00 452.29 453.46 .19 20600.0 .0 20384.0 216.0 .0 5858.6 316.5 .26 .00 3.48 .68 .000 .035 .055 .000159 10. 10. 10. 0 0 0 *SECNO 21260.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 1048.0 1522.0 TYPE= 1 TARGET= 21260.000 20.88 453.38 .00 452.41 453.53 .15 20600.0 .0 20600.0 .0 .0 6626.4 .0 .29 .00 3.11 .00 .000 .035 .000 .000149 380. 380. 390. 2 0 0 *SECNO 21635.000 3470 ENCROACHMENT STATIONS= 1061.0 1408.0 TYPE= 1 TARGET= 21635.000 19.67 453.37 .00 452.41 453.62 .25 20600.0 .0 20600.0 .0 ,0 5129,8 .0 .32 .00 4.02 .00 .000 .035 .000 .000229 340, 340. 400. 2 0 0 05OCT95 20:{4:40 SECNO DEPTH CWSEL CR/WS WSELK EG HV 2,45 1900,000 .06 .00 448.00 157.3 23.6 100000.00 ,000 431.70 4000.00 .00 1900.00 5900.00 1965.000 .00 .00 448.00 193.6 28.0 100000.00 ,000 431.70 4000.00 .00 1965.00 5965.00 .60 HL OLOSS L-BANK ELEV VOL TWA R-BANK ELEV WTN ELMIN SSTA CORAR TOPWID ENDST 982.000 .04 .02 448.50 369.8 48.3 100000.00 .000 432.00 5208.00 .00 982.00 6190.00 540.000 .12 .03 458.10 514.3 61.6 450.00 .000 432.30 1064.67 · 00 515.33 1580.00 540.000 · 00 .00 458.10 515.7 61.7 450.00 .000 432.30 1064.68 .00 473.50 1538.18 474.000 .06 .00 458.40 571.6 65.7 100000.00 .000 432.50 1071.05 .00 433.81 1521.46 347.000 .06 .03 458.60 617.5 68.6 100000.00 .000 433,70 1085.68 .00 321.05 1406,73 HL OLOSS L-BANK ELEV PAGE PAGE 10 Q QLOB QCH QROB ALOB ACH AROB VOL T~A R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 21645.000 3470 ENCROACHMENT STATIONS= 1061.0 21645.000 19.67 453.37 .00 20600.0 .0 20600.0 .0 .32 .00 4.02 .00 .000228 10. 10. 10. 1490 NH CARD USED *SECNO 22370.000 3470 ENCROACHMENT STATIONS= 5094.0 22370.000 21.08 453.58 .00 20600.0 .0 20600.0 .0 .38 .00 4.22 .00 .000291 880. 880. 480. 1 05OCT95 20: 24: 40 1408.0 TYPE= 1 TARGET= 452.41 453.62 .25 .0 5130.4 .0 .000 .035 .000 0 0 0 5460.0 TYPE~ 1 TARGET= 452.65 453.85 .28 .0 4881.6 .0 .000 .035 .000 2 0 0 347.000 .00 .00 458.60 618.6 68.7 100000.00 .000 433.70 1085.67 .00 321.06 1406.74 366.000 .23 .01 450.50 719.8 75.4 100000.00 .000 432.50 5094.00 .00 337.82 5431.82 THIS RUN EXECUTED 05OCT95 ************************************* HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ************************************* NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SU~9{~%RY OF ERRORS LIST DENTON CREEK, TEXAS SU}94ARY PRINTOUT SECNO CWSEL DI~4SP SSTA ENDST STCHL STCHR TOPWID Q ELMIN 18440.000 452.11 .00 3750.00 6553.79 5480.00 5585.00 2803.79 20600.00 431.40 18440.000 453.12 1.01 3750.00 5585.00 5480.00 5585.00 1835.00 20600.00 431.40 19230.000 452.23 .00 4000.00 6849.80 5551.80 5900.00 2552.34 20600.00 431.70 19230.000 453.22 .99 4000.00 5900.00 5551.80 5900.00 1900.00 20600.00 431.70 19330.000 452.24 .00 4000.00 6820.00 5551.80 5965.00 2762.74 20600.00 431.70 19330.000 453.23 .99 4000.00 5965.00 5551.80 5965.00 1965.00 20600.00 431.70 19930.000 452.23 .00 5208.00 6967.05 5704.00 6190.00 1557.13 20600.00 432.00 19930.000 453.22 1.00 5208.00 6190.00 5704.00 6190.00 982.00 20600.00 432.00 20980.000 452.29 .00 1068.79 1492.62 1040.00 1413.00 423.83 20600.00 432.30 20980.000 453.27 .98 1064.67 1580.00 1040.00 1413.00 515.33 20600.00 432.30 20990.000 452.29 .00 1068.78 1527.69 1040.00 1413.00 458.91 20600.00 432.30 20990.000 453.28 .98 1064.68 1538.18 1040.00 1413.00 473.50 20600.00 432.30 21260.000 452.41 .00 1074.61 1520.64 1048.00 1522.00 421.87 20600.00 . 432.50 21260.000 453.38 .97 1071.05 1521.46 1048.00 1522.00 433.81 20600.00 432.50 21635.000 452.41 .00 1089.56 1528.00 1061.00 1408.00 375.82 20600.00 433.70 21635.000 453.37 .96 1085.68 1406.73 1061.00 1408.00 321.05 20600.00 433.70 21645.000 452.41 .00 1089.55 1404.82 1061.00 1408.00 315.26 20600.00 433.70 21645.000 453.37 .96 1085.67 1406.74 1061.00 1408.00 321.06 20600.00 433.70 22370.000 452.65 .00 5094.00 6510.20 5094.00 5460.00 554.17 20600.00 432.50 22370.000 453.58 .93 5094.00 5431.82 5094.00 5460.00 337.82 20600.00 432.50 05OCT95 20:24:40 DENTON CREEK, TEXAS SUMMARY PRINTOUT TABLE 110 PAGE 11 20:24:41 PAGE 12 SECNO CWSEL DIFKWS EG TOPWID QLOB QCH QROB PERENC STENCL STCHL STCHR STENCR 18440.000 452,11 .00 452.19 2803.79 15160.62 2633.46 2805.92 3900,00 3750,00 5480.00 5585.00 7650.00 18440.000 453.12 1.01 453.19 1835.00 18066.85 2533.15 .00 1835.00 3750.00 5480.00 5585.00 5585.00 * 19230.000 452.23 .00 452.27 2552.34 8832.73 10488.37 1278.90 2880.00 4000.00 5551.80 5900.00 6880.00 * 19230.000 453.22 .99 453.25 1900.00 10303.56 10296.44 .00 1900.00 4000.00 5551.80 5900.00 5900.00 19330.000 452.24 .00 19330.000 453.23 .99 * 19930.000 452.23 .00 * 19930.000 453.22 1.00 20980.000 452.29 .00 20980.000 453.27 .98 20990.000 452.29 .00 20990.000 453.28 .98 21260.000 452.41 .00 21260.000 453.38 .97 21635.000 452.41 .00 21635.000 453.37 .96 21645.000 452.41 .00 21645.000 453.37 .96 22370.000 452.65 .00 22370,000 453.58 .93 1 05OCT95 20:24: 40 452.27 2762.74 8021.94 10843.49 1734.58 2820.00 4000.00 5551.80 5965.00 6820.00 453,26 1965.00 9629.57 10970.43 .00 1965.00 4000.00 5551.80 5965.00 5965.00 452.34 1557.13 1672.67 18633.87 293.46 453.32 982.00 2398.13 18201.87 .00 2142.00 982.00 452.50 423.83 .00 20589.18 10.82 540.00 453.46 515.33 .00 20531.67 68.33 540.00 452.51 458.91 .00 20469.50 130.50 453.46 473.50 .00 20383.99 216.01 452.58 421.87 .00 20600.00 .00 453.53 433.81 .00 20600.00 .00 540.00 540.00 474.00 474.00 452.69 375.82 .00 20578.23 21.77 467.00 453.62 321.05 .00 20600.00 .00 347.00 452.69 315.26 .00 20600.00 .00 453.62 321.06 .00 20600.00 .00 452.96 554.17 .00 20579.85 20.15 453.85 337.82 .00 20600.00 .00 467.00 347.00 1686.00 366.00 5208.00 5208.00 1040.00 1040.00 1040.00 1040.00 1048.00 1048.00 1061.00 1061.00 1061.00 1061.00 5094,00 5094.00 5704.00 5704.00 1040.00 1040.00 1040.00 1040.00 1048.00 1048.00 1061.00 1061.00 1061.00 1061.00 5094.00 5094.00 6190.00 6190.00 1413.00 1413.00 1413.00 1413.00 1522.00 1522.00 1408.00 1408.00 1408.00 1408.00 5460.00 5460.00 PAGE 13 7350.00 6190.00 1580.00 1580.00 1580.00 1580.00 1522.00 1522.00 1528.00 1408.00 1528.00 1408.00 6780.00 5460.00 SUP~i%RY OF ERRORS AND SPECIAL NOTES WARNING SECNO= 19230.000 PROFILE- ~RNING SECNO= .19230.000 PROFILE= WARNING SECNO= 19930.000 PROFILE= WARNING SECNO= 19930.000 PROFILE= 1 050CT95 20: 24: 40 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PAGE 14 FLOOfT~AY DATA, DENTON CREEK, TEXAS PROFILE NO. 2 STATION ....... FLOODWAY ....... WATER SURFACE ELEVATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY FLOODWAY FLOODWAY 18440.000 1835. 19230.000 1900. 19330.000 1965. 19930.000 982. 20980.000 515. 20990.000 474. 21260.000 450. 21635.000 321. 21645.000 321. 22370.000 338. 9496. 2.2 453.1 452.1 1.0 15414. 1.3 453.2 452.2 1.0 16281. 1.3 453.2 452.2 1.0 9297. 2.2 453.2 452.2 1.0 6038. 3.4 453.3 452.3 1.0 6175. 3.3 453.3 452.3 1.0 6626. 3.1 453.4 452.4 1.0 5130. 4.0 453.4 452.4 1.0 5130. 4.0 453.4 452.4 1.0 4882. 4.2 453.5 452.6 .9 Proposed Conditions Models HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 RUN DATE 05OCT95 TIME 20:28:20 * U.S. ARMY CORPS OF ENGINEERS * * HYDROLOGIC ENGINEERING CENTER * 609 SECOND STREET, SUITE D * * DAVIS, CALIFORNIA 95616-4687 * * (916) 756-1104 *************************************** 05OCT95 20:28:20 X X XXXXXXX YJ, XXX X X X X X X X X X XXXXXXX XXXX X X X X X X X X X X X X XXXXXXX XXXXX XXi, CfX X X X XXXXX X X XXX~ PAGE 1 ************************************* HEC-2 R~kTER SURFACE PROFILES Version 4.6.2; May 1991 ************************************* DENTON CREEK o PROPOSED CONDITION DENTON CREEK - 10 YR DISCHARGE PRDFILE T1 T2 T3 DENTON CREEK- TEXAS J1 ICHECK INQ NINV 0 2 0 J2 NPROF IPLOT PRFVS I 0 -1 (EXIS. RUNOFF) SPIARS & DeOTTE, INC. FILE: "DENPC.DAT" PROP. CONDITIONS IDIR STRT METRIC HVINS Q 0 0 0 0 0 XSECV XSECH FN ALLDC IBW J3 VARIABLE CODES FOR SLg~4ARY PRINTOUT 38 1 43 54 150 100 NC .035 .055 .045 QT 4 12800 18200 Xl X3 OR GR GR OR GR GR OR NC X1 X3 GR GR GR OR OR 1 FEMACRDSS SECTION START OF LEVEE DISTRICT 18440 0 460 440 450 434 450 450 454 39 .1 20600 .035 SPIARS & PROPOSED 19230 0 454 446 445 446 446.7 26 .3 36200 THIS RUN EXECUTED 05OCT95 WSEL FQ 449.70 CHNIM ITRACE 4 21 22 42 53 33 5480 5585 10000 4500 5880 0 0 3750 470 7650 470 1000 448 1300 448 1800 447 2250 445 2300 2330 440 2500 445 2600 448 2750 448 5250 5350 451 5460 449 5480 446 5515 440 5525 5535 431.4 5545 431.4 5555 447 5560 451 5585 5700 450 5850 448 5920 448 6125 450 6130 6500 448 6508 448 6515 450 6520 452 6522 7100 460 7440 476 7650 .055 .035 .1 .3 DeOTTE ADDED SECTION (8-10-95) ENCROACHMENT AT STA. 6620 59 5551.8 5900 550 550 550 0 0 4000 470 6620 470 1000 450 1050 448 1070 447.6 1750 447 2210 2410 445 2450 443 2600 443 2670 445 2680 2710 445 2860 444 2900 443 2920 445 2960 2970 446 3020 445 3040 443 3070 447 3100 3250 447 3350 447 3500 446 3550 444 3600 050CT95 20:28:20 PAGE 20:28:20 GR 447 3650 446 3710 446 3850 447 3940 447 4050 GR 446 4080 446 4160 446 4450 445 4550 446 4700 GR 447 4740 447 4800 447.3 5010 448 5040 448.0 5280 GR 448.0 5490 448.0 5551.8 431.7 5627 431.7 5767 447 5812 GR 447.0 5820 440 5830 431.7 5845 440 5855 452 5900 GR 453.5 6100 451.5 6300 451.2 6370 446 6400 446 6625 GR 450 6630 450 6830 451 6840 456 6880 NC .035 .055 .035 EXISTING AUTHORIZED ENCROACHMENT IN .3 R.O.B. AT BIRDSONG TRACT STA. 6820 ~1 19330 65 5551.8 5965 100 350 100 ~3 0 0 0 4000 470 6820 470 X4 1 450 6440 GR 454 1000 450 1050 448 1070 447.6 1750 447 2210 GR 446 2410 445 2450 443 2600 443 2670 445 2680 GR 445 2710 445 2860 444 2900 443 2920 445 2960 GR 446 2970 446 3020 445 3040 443 3070 447 3100 GR 446.7 3250 447 3350 447 3500 446 3550 444 3600 GR 447 3650 446 3710 446 3850 447 3940 447 4050 GR 446 4080 446 4160 446 4450 445 4550 446 4700 GR 447 4740 447 4800 447.3 5010 448 5040 448.0 5280 GR 448.0 5490 448.0 5551,8 431.7 5617 431.7 5777 448 5842.2 GR 448.0 5860 445 5870 440 5880 431.7 5897 440 5915 GR 453 5965 453 5975 451.2 6080 446 6090 446 6430 GR 450 6800 450 6840 449 6845 450 6850 450 6892 GR 452 6942 454 6980 455 7915 455 8215 460 8250 NH 5 .045 5704 .035 N~ 7350 FEMACROSS SECTION START OF PROPOSED CHANNEL IMPROVEMENTS PROPOSED ENCROACHMENT AT STA. 6780 X1 19930 53 5704 6190 X3 0 0 0 5208 GR 454,3 1000 450 1040 GR 448 1220 448 1320 GR 449 1530 447.2 1900 GR 447 2540 447 3070 GR 445 3370 446 3380 GR 447 4090 448 4150 GR 448.5 5130 448.5 5400 GR 432 5770 432 5930 GR 437 6110 432 6130 GR 452 6440 452 6520 GR 454 7100 456 7250 1 5996 .045 6070 .035 6190 .055 600 420 600 470 6780 470 448 1160 449 1190 449 1210 449 1330 450 1460 450 1520 447 2170 446.2 2280 446.4 2420 446.3 3240 446 3350 445 3360 447 3460 447.5 3750 447 4070 448.5 4300 448.5 4660 448.5 4960 448.5 5600 448.5 5700 448.5 5704 448.5 5996 448.5 6050 448.5 6070 437 6150 453 6190 453 6220 450 6760 450 6900 452 6950 458 7350 05OCT95 20:28:20 PAGE NC .055 .055 .035 .1 D.M.D. CROSS SECTION (5-5-93) .3 X1 20980 20 1040 1413 870 250 820 X3 0 0 0 1040 470 1580 453.7 GR 452 1000 458 1035 458,1 1040 458 GR 432.3 1312 435 1365 440 1385 450 GR 452 1432 452,7 1580 452 1711 451.5 GR 452 2405 454 2440 456 2460 458 X1 20990 23 1040 1413 10 10 10 X3 0 0 0 1040 470 1457 452.1 GR 452 1000 458 1035 458.1 1040 458 GR 432.3 1312 435 1365 440 1385 450 GR 452 1432 452.1 1457 448.1 1473 448.1 GR 454.6 1557 455.5 2000 455.8 2255 455 GR 456 2460 458 2480 460 2525 D.M.D. CROSS SECTION (5-5-93) Xl 21260 26 1048 1522 380 390 380 X3 0 0 0 1048 470 1522 454 GR 452 1000 458 1042 458.4 1048 458 GR 432,5 1314 450 1382 455.5 1403 450 GR 433 1480 435 1500 440 1510 454 GR 453.6 1552 448.85 1571 448.85 1581 455.6 GR 455,9 2335 456 2430 456 2445 456 GR 460 2600 QT 4 12800 18200 20600 36200 Xl 21635 23 1061 1408 340 400 340 X3 0 0 0 1061 470 1458 454.8 GR 452 1000 458 1055 458.6 1061 458 GR 433.7 1340 435 1370 454 1408 454.8 GR 451.5 1573 454.6 1584 454.1 1594 454,1 GR 454.9 1630 455.0 1640 455.8 2100 455.0 GR 456 2422 458,0 2530 460 2570 D.M.D. CROSS SECTION (5-5-93) X1 21645 18 1061 1408 10 10 10 X3 0 0 0 1061 470 1528 455.8 GR 452 1000 458 1055 458.6 1061 458 GR 433~7 1340 435 1370 454 1408 455.8 1045 1413 2000 2480 1045 1413 1483 2405 1054 1425 1522 1635 2495 1067 1458 1596 2290 1067 1520 432.3 451 450.8 460 432.3 451 454.1 455 432.5 433 454 455.6 458 433.7 451.5 454 455 433.7 454 1152 1420 2255 2525 1152 1420 1547 2440 1148 1455 1533 1700 2563 1165 1471 1600 2355 1165 1600 GR 452.0 1800 452.0 1800 451.8 2100 452.0 GR 456 2422 458.0 2530 460 2570 1 05OCT95 20:28:20 2290 454 2355 PAGE NH 5 .05 1300 .06 5094 .035 5460 NH 6780 FEMA CROSS SECTION START OF THE PROPOSED RELOCATED CHANNEL X1 22370 28 5094 5460 880 480 880 X3 0 0 0 5094 470 5460 454.5 GR 460 1000 449 1300 449 1750 448 GR 450 2950 450 3670 449 4010 448 GR 450.5 4970 450.5 5094 434.04 5160 434.04 GR 432.5 5320 435 5345 445 5360 446 GR 454.5 5460 454 5870 452.5 6310 452 GR 457 6610 459.5 6630 466 6780 NC .055 .055 .035 .1 .3 NH 5 .055 5468.04 .035 5694.28 NH 7550 D.E.C. CROSS SECTION .055 1950 4070 5220 5380 6480 6610 448 449.5 434.04 452.7 453.5 .05 2550 4370 5280 5405 6550 · 055 6610 .035 7000 .055 X1 23800 52 6610 7000 720 680 1430 X3 0 0 0 5467 470 7000 454 GR 465 1000 460 1110 457 1190 456 1280 455 1340 GR 455 1480 454 1590 453 1740 452 1860 451 1950 GR 450 2110 449 2820 449 2850 450 3280 450 3300 GR 450 3350 450 3410 451 3440 451 3540 451 3630 GR 451 4140 450.4 4190 451 4240 451 4380 450.6 4900 GR 451 5280 451 5380 451.42 5468.04 434.68 5535 434.68 5625 GR 452 5694.28 454 5820 454 5940 455 5970 455 6310 GR 454 6390 455 6410 455 6510 450 6610 450 6620 GR 440. 6640 433.3 6660 440 6680 450 6700 454 7000 GR 453 7070 454 7239 454 7240 450 7280 455 7350 GR 460 7470 470 7550 NH 5 .055 5260 .035 5510 .055 6340 .035 6940 .055 NH 12560 X1 24400 43 5260 6940 130 230 550 X3 5260 470 6940 470 GR 465 1000 460 1040 457.5 1090 459.5 1140 452 1200 GR 452 1240 457 1270 452 1340 450.5 1540 450 1700 GR 450 1940 449 2200 450 2790 450 3250 451 3340 GR 452 3870 451 4090 451 5000 452 5220 459.5 5240 GR 459.2 5260 452.3 5280 452 5310 433.5 5365 433.5 5445 GR 451.5 5510 453 5600 456.5 5950 453 6340 446 6490 GR 431.5 6640 452 6820 456 6940 457.8 7120 459 7430 GR 459.9 7670 458 9020 457.5 9240 458 9440 458.5 9940 GR 457 11240 457.5 12240 458 12560 1 05OCT95 20:28:20 PAGE NC .055 .055 .035 .1 .3 NH 5. .055 4188.16 .035 4424.38 .055 5060. NH 6690. ********** KH-PARCHEMODEL COORDINATION 24700 - 39440 ************ CROSS SECTION 24700 IS FROM THE KIMLEY-HORN MODEL. X1 24700. 53. 5060. 5200. 610. 80. 350. X3 0 0 0 4187 470 5200 470 GR 465. 1000. 462. 1120. 462. 1140. 460. GR 457. 1410. 455. 1550. 454. 1650. 453. GR 451. 2180. 450. 2260. 451. 2630. 451. GR 452. 3180. 452. 3340. 452. 3530. 453. GR 453. 4110. 453. 4188.16 435.04 4260. 435.04 GR 454. 4450. 455. 4480. 455. 4510. 454. GR 455. 4850. 451. 5000. 451. 5060. 440. GR 440. 5170. 456. 5200. 456.3 5260. 456.6 GR 457. 5630. 458.4 5800. 459. 5900. 459.4 GR 459.9 6140. 459. 6360. 458.5 6410. 458.3 GR 459.2 6580. 460. 6670. 462. 6690. NC .055 .065 .035 .1 .3 FROM KIMLEY-HORN MODEL. CHANNEL DISTANCE REVISED. .035 1230. 1870. 2910. 3800. 4350. 4780. 5140. 5300. 5970. 6480. 5200. 460. 452. 451. 453. 453.63 454. 433.9 456.9 459.7 458.7 .055 1300. 2080. 2980. 4000. 4424.38 4800. 5155. 5400. 6050. 6500. Xl 25530 90 2495.2 2742.67 700 560 700 X3 0 0 0 2494 470 2742.67 470 GR 469.5 500 460.5 600 455.6 700 452.9 800 450.4 900 GR 449.9 1000 451.1 1100 450.6 1200 451.3 1300 450.8 1400 GR 451 1500 451.4 1600 451.6 1700 451.5 1800 452.7 1900 GR 453.1 2000 453.4 2100 454.2 2200 454.3 2300 455 2400 GR 455.33 2495.2 436.63 2570 436.63 2627.2 434.5 2630 434.40 2670 GR 454.8 2742.67 453.5 2780 454.0 GR 455.0 2880 454.7 2905 454.7 GR 470.0 3020 456.5 3020 456.5 GR 456.8 3090 456.8 3100 470.0 GR 456.9 3170 470 3170 470 GR 470 3250 470 3315 457.9 GR 470 3385 457.8 3385 457.8 GR 458.1 3455 458.1 3465 470 GR 457.2 3540 470 3540 470 GR 455.9 3650 456.9 3680 470 GR 457.6 3765 470 3765 470 GR 470 3840 470 3905 458.4 GR 470 3980 458.7 3980 458.7 2820 2935 3030 3100 3240 3315 3395 3465 3590 3680 3825 3905 4000 470.0 455.3 470.0 470.0 457.8 457.9 470 470 457 470 458 458.4 470 2820 2965 3030 3160 3240 3325 3395 3525 3590 3750 3825 3920 4000 470.0 470.0 470.0 456.8 457.8 470 470 457.2 455.9 457.6 458 470 470 2880 2965 3090 3160 3250 3325 3455 3525 3620 3750 3840 3920 4600 X1 25770 70 2495.2 2780 240 240 240 X3 0 0 0 2494 470 2780 470 GR 469.5 500 460.5 600 455.6 700 452.9 800 450.4 900 GR 449.9 1000 451.1 1100 450.6 1200 451.3 1300 450.8 1400 GR 451 1500 451.4 1600 451.6 1700 451.5 1800 452.7 1900 GR 453.1 2000 453.4 2100 454.2 2200 454.3 2300 455 2400 GR 455.33 2495.2 436.73 2570 436.73 2650 434.6 2660 434.60 2710 1 05OCT95 20:28:20 PAGE GR 456.0 2780 456.8 2845 470.0 2845 470.0 2920 456.8 2920 GR 456.8 2940 470.0 2940 470.0 2990 456.8 2990 456.8 3010 GR 470.0 3010 470.0 3060 456.8 3060 457.2 3095 470.0 3095 GR 470.0 3145 457.2 3145 457.6 3165 470.0 3165 470.0 3210 GR 457.6 3210 457.8 3230 470.0 3230 470.0 3280 457.8 3280 GR 457.8 3300 470.0 3300 470.0 3350 457.8 3350 457.7 3370 GR 470.0 3370 470.0 3420 457.7 3420 457.3 3440 470.0 3440 GR 470.0 3490 457.3 3490 457.1 3510 470.0 3510 470.0 3540 GR 457.1 3540 456.0 3555 456.0 3590 459.6 3600 470.0 4360 QT 4 13300 18900 NH 5 .055 2619,58 NH 5200 ,055 2900 21300 .035 .035 36200 2818.65 3100 FROM KIMLEY-HORN MODEL. .055 X1 26830 42 2619.58 3100 1030 960 1050 X3 0 0 0 2619.58 470 5200. 470.0 0 0 GR 464.9 550 461.9 600 459.1 700 455.9 800 452.9 GR 451.7 1000 451.3 1100 451.2 1200 450.9 1300 451.1 GR 452.8 1500 452.8 1600 452.4 1700 453.2 1800 453.1 GR 453.3 2000 454.2 2100 454.4 2200 455.3 2300 456 GR 455.9 2500 457.6 2600 457.35 2619.58 436.74 2702 436,74 GR 456.91 2818.65 457.8 2900 451.6 3000 448.7 3005 436.3 GR 436.5 3062 452 3100 454 3200 452.0 3230 452 GR 442 3500 442.0 3650 442.5 3920 456.3 4000 460 GR 461.9 5100 465.0 5200 NH 5 .055 2416.98 NH 5100 .035 .055 FROM KIMLEY-HORN MODEL. 2609.7 2700 X1 28080 40 2416.98 2941 850 1000 900 X3 0 0 0 2416,98 470 5100 470 GR 466 1019 463.3 1100 463.2 1200 460 GR 460.1 1400 459,9 1500 459.2 1600 458 GR 455.6 1800 453,1 t900 453.5 2000 455.5 GR 455.4 2300 455.8 2400 455.94 2416.98 437.18 GR 457.61 2609.7 457.7 2700 456.1 2800 453.3 GR 435.3 2900 458.4 2941 456.2 2963 458.3 GR 456 3180 454 3400 452 3500 452 GR 452 3720 452 3900 460 4150 460,7 258O 21300 .035 QT 4 13300 18900 NH 5 .060 2319.0 NH 5400 .035 1245 1659 2100 2492 2838 3000 3620 5000 .045 .060 FROM KIMLEY-HORN MODEL. 2941 461.5 457.1 456.3 437.18 435.2 457.4 452 464.9 2750 36200 2521.O 05OCT95 20:28:20 .055 0 900 1400 1900 2400 2738 3027 3290 4250 .055 1300 1700 2200 2528 2865 3100 3680 5100 .055 PAGE X1 28870 36 2319 2810 610 900 610 X3 0 0 0 2319 470 5400 470 GR 470 900 460 1495 456 1695 456 1790 454 1930 GR 454 2000 454.8 2070 453.2 2100 457 2140 457 2190 GR 457 2319 437,5 2397 437.5 2420 437.5 2443 457 2521 GR 457.2 2521.8 454.7 2580 437.6 2600 436.3 2630 451.5 2670 GR 459.3 2750 459.3 2810 458.0 3010 456 3090 454 3200 GR 452.0 3270 452 3300 452 4340 452 4620 454 4680 GR 456 4850 460 4880 461.4 4950 467.3 5010 469.4 5210 GR 473 5400 NC .1 .3 NH 5 .055 2060.73 .035 2253 .055 2296 .035 2440 .055 NH 5100 FROM KIMLEY-HORN MODEL. X1 29610 36 2060.73 2470 650 X3 0 0 0 2055 470 GR 470 520 468.5 600 466.8 GR 462.2 1000 460.5 1100 457.8 GR 454.7 1500 455.5 1600 456 GR 455.1 2000 455.65 2060.73 437.83 GR 460 2296 437.4 2356 437.6 GR 452 2530 450 2650 449 GK 450 3140 460 3210 464 GR 470 5100 NH 5 .055 3445.18 NH 7100 FROM KIMLEY-HORN MODEL. .035 3642.39 800 5100 700 1200 1700 2132 2389 2790 3240 .055 65O 470 464.6 456.5 454.7 437.83 458.6 450 465.3 3756 X1 30570 59 3445.18 4020 900 900 900 X3 0 0 0 3445 470 7100 470 GR 470.2 1600 468.2 1700 466.8 1800 465.4 GR 461.8 2100 458.5 2200 458.2 2300 457.5 GR 456.5 2600 456.2 2700 456.3 2800 455.6 GR 456.1 3100 456.1 3200 456.6 3300 457,3 GR 438.23 3522 438.23 3558 459.33 3642.39 459.5 GR 439.8 3778 439.8 3812 456.7 3850 458.2 GR 455.5 3924 459.2 3940 460 3950 460 GR 450 4300 450 4480 460 4600 460.2 GR 460.1 5400 459.8 5500 459.8 5517 459.1 GR 459.1 5800 459.6 5900 459.9 6000 459.9 GR 460.1 6300 460.4 6400 461 6500 462.2 GR 464.1 6800 465.4 6900 467.6 7000 470,1 1 05OCT95 20:28:20 8O0 1300 1800 2168 2440 3030 4900 .035 1900 2400 2900 3400 3700 3870 4020 5200 5600 6100 6600 7100 463.8 455.6 454.8 459.15 458.7 450 467 3850 463.6 457.8 455.8 457.43 455.9 451.4 45O 460.1 459.1 459.7 462.9 900 1400 1900 2253 2470 3070 5000 .055 2000 2500 3000 3445.18 3756 3884 4150 5300 5700 6200 6700 PAGE NC .055 .055 ,035 FROM KIMLEY-HORN MODEL. X1 31230 71 3387.03 3837 620 X3 0 0 0 3387 470 GR 464.9 1000 466 1100 463 GR 462.5 1500 463 1600 462.6 GR 462.2 1800 462.1 1819 462.1 GR 459.6 2100 459 2200 459.4 GR 457.9 3213 457.9 3234 458.4 GR 438.55 3508 457.196 3582.58 456 GR 438.5 3672 459.4 3708 460 GR 459.4 3904 459.7 4000 459.1 GR 456 4260 454.8 4276 455.1 GR 457.1 4600 458.7 4700 459.8 GR 460.2 5100 460.3 5200 461 GR 460.4 5600 460.3 5700 460.0 GR 460,4 6100 460.5 6200 460.6 GR 461.8 6600 462.4 6700 464.4 GR 470.0 7100 70O 7100 1200 1700 1834 2272 3300 3614 3800 4100 4300 4800 5300 5800 6300 6800 620 470 463 462.4 461.3 458.4 459.79 438.6 460.8 458 455.4 459.8 460.1 460.0 460.8 465.6 NC ,055 .055 .035 X1 32150 40 3400 3525 900 950 920 X3 0 0 0 3040 470 6180 470 GR 470 1000 461 1600 461 1800 458 GR 457 2200 457 2220 459 2320 456.5 GR 457 2650 456.5 2680 459 2900 459 GR 461.5 3300 460.5 3400 437 3427 437 GR 437 3475 437 3489 447 3505 460 GR 458 3920 459 3980 458 4240 456 GR 452 4350 453.5 4380 457~5 4400 458 GR 461 5110 462 5200 462 5460 464 0.3 .015 0.5 3539.5 50. 470 3552. 3880. 4340. 462. 461.5 460.5 461.5 445. 463. 465. 466. 465.4 455.2 465.4 NC 0.055 0.055 0.015 NH 5. .055 3390,5 NH 5734. X1 32200. 62. 3390.5 X3 0 0 BT -9. 3380. 465. BT 3740. 464. BT 4190. 466. GR 472. 900. 467. GR 456.5 2201. 456.5 GR 460.5 2610. 456.5 GR 465. 3380. 460. GR 463.0 3432.01 463.0 GR 445. 3495. 463. GR 461.5 3539,5 460. GR 463,6 3880, 464. GR 463,5 4340. 452.8 GK 449.9 4380. 451.5 GR 455,2 4397. 463.5 .055 50. 5734 465. 463.6 466.9 1700. 2222. 2635. 3390.5 3435. 3497.99 3552. 4190. 4365. 4396. 4411. 3539.5 3050 463. 1310. 2221. 2611. 3381. 3434.99 3495.01 3550. 3960. 4365. 4389. 4411. 4366. 50. 470 463. 465.4 460.5 459.5 461.0 450. 435.0 446.5 466. 466.9 465.4 465.4 466.9 1300 1755 1900 2800 3387.03 3646 3837 4200 4400 4900 5400 5900 6400 6900 2000 2620 3100 3440 3525 4280 4520 5800 3600. 3960. 2000. 2430. 3000. 3425. 3455. 3498. 3600. 4340. 4366. 4396. 463.2 462.3 460.1 457.9 438.55 438.1 460.3 457.5 456.9 460.2 460.3 460.8 461.3 467.6 459 455 460 437 461.5 456 461 470 466. 464. 466.8 461.5 459.5 462. 446.5 435. 450.0 464. 465.4 450.7 465.4 466.8 1400 1770 2000 3154 3472 3661 3869 4236 4500 5000 5500 6000 6500 7000 2100 2640 3200 3470 3650 4350 4720 6180 465.4 2200. 2520. 3280. 3432. 3475. 3505. 3740. 4340. 4366. 4397. 4434. 1 05OCT95 20:28:20 PAGE 9 GR 465.7 4534. GR 464.4 5014. Xl 32230. O, X2 0. 0, X3 0 0 QT 4 9400 NC 0.055 0.055 X1 32250. 41. X3 0 0 GR 470. 1000. GR 457. 2200. GR 457. 2650. GR 461.5 3300. GR 437. 3470. GR 461.5 3650. GR 456. 4350. GR 461. 4720. GR 470. 6180. 465.1 466. 4634, 5734, 3050 13200 14900 0.045 0.1 3400. 3525. 0 3040 461. 1600. 457. 2220. 456.5 2680. 461.5 3300. 437. 3475. 458. 3920. 452. 4350. 461. 5100, 464. 50. 470 36200 0.3 1. 470 461. 459. 459. 460.5 437. 459. 453.5 462. NH 6. 0.050 1323. 0.055 NH 3570. 0.050 4000. X1 32305. 53. 2110. 2325. 55. GR 470. 50. 470. 50. 470 GR 467. 50. 466. 135. 465 GR 461. 1740. 461. 1740. 461 GR 464. 1975. 465. 2045. 465 GR 460. 2160. 455. 2175. 450 GR 437.7 2232. 438. 2239. 440 GR 455. 2281. 460. 2325. 461 GR 458. 3200. 457. 3218. 455 GR 451. 3292. 452. 3308, 455 GR 461. 3369. 462. 3400. 461 GR 464, 3940. 465. 3970. 470 1740. 4734. 50. 6180 1. 6180 1800. 2320. 2900. 3400. 3489. 3980. 4380. 5200. 0.060 55. 50. 220. 1740. 2110. 2204. 2245. 3050. 3265. 3329. 3570. 4000. 463.2 50. 1. 470 470 458. 456.5 459. 437. 447. 458. 457.5 462. 2110. 55. 470. 465. 462. 464. 445. 445. 460. 452. 459. 462. 4834. 2000. 2620. 3100. 3427. 3505. 4240. 4400. 5460. .045 50. 1323. 1825. 2125. 2218. 2253. 3140. 3283. 3350. 3910. 463.5 459. 455. 460. 437. 460. 456. 458. 464. 2325. 470. 461. 463. 463. 440. 450. 459. 451. 460. 463. 4934. 2100. 2640. 3200. 3440. 3525. 4280. 4520. 5800. 0.055 50. 1335. 1890. 2140. 2225. 2263. 3180. 3289. 3360. 3930. NH 6. 0.050 1273. 0.055 1568. 0.060 1940. 0.045 2150. 0.055 NH 3840. 0.050 3960. X1 32725. 53. 1940. 2150, 380. 520. 420. GR 470. 0.0 470. 0.0 470. 0.0 470. 0,0 470. 0.0 GR 465. 0.0 464. 90. 465. 180. 465. 1273. 461. 1285. GR 461. 1568. 453. 1592. 453. 1842. 464. 1895. 464. 1895. GR 463. 1940. 460. 1960. 455. 1981. 450. 2002. 445. 2018. GR 440. 2025. 439. 2030. 438.2 2040. 439. 2050. 440. 2053. GR 445. 2070. 450. 2080. 455. 2090. 460. 2124. 461. 2150. GR 461. 2165. 461. 2500. 463. 2700. 463. 2805. 460. 2885. GR 459. 3350. 455. 3605. 452. 3615. 455. 3628. 459. 3632. GR 459. 3677. 458. 3681. 457. 3689. 457. 3694. 458. 3702. GR 459. 3710. 460. 3825. 461. 3840. 462. 3850. 463. 3865. GR 464. 3875. 465. 3890. 470. 3960. 1 20:28:20 05OCT95 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL T~A TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID *PKOF 1 0 CCHV= .100 CF/4V- .300 *SECNO 18440.000 3265 DIVIDED FLOW 3900,000 3470 ENCROAC~NT STATIONS= 3750.0 7650.0 TYPE' ELE/qCL= 470.00 ELENCR= 470.00 L-BANK ELEV R-BANK ELEV SSTA ENDST TARGETw FEMACROSS SECTION START OF LEVEE DISTRICT 18440.000 18.30 449.70 .00 449.70 449.95 .25 .00 .00 449.00 12800.0 8017.9 3995.2 786.9 2624.7 699.3 424.0 .0 .0 451.00 .00 3.05 5.71 1.86 .035 .045 .055 .000 431.40 3750.00 .002611 10000. 5880. 4500. 0 0 0 .00 1975.68 6519.25 CCHV= .100 CEHV- .300 *SECNO 19230.000 3265 DIVIDED FLOW PAGE 10 3302 WARNING: CONn;EYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 6.23 3470 ENCROACHMENT STATIONS= 4000.0 6620.0 TYPE= 1 TARGET= ELENCL= 470.00 ELENCR= 470.00 SPIARS & DeOTTE ADDED SECTION (8-10-95) PROPOSED ENCROACHMENT AT STA. 6620 19230.000 18.34 450.04 .00 .00 450.08 .04 12800.0 3907.7 8381.6 510.7 4937.5 4449.0 936.3 .10 .79 1.88 .55 .035 .035 .055 .000067 550. 550. 550. 2 0 0 2620.000 .11 .02 448.00 88.8 26.0 452.00 · 000 431.70 4000.00 .00 2135.97 6620.00 CCTV- .100 CEHV- .300 1 05OCT95 20:28:20 SECNO DEPTH CWSEL CR/WS WSELK EG HV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL T~A TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID *SECNO 19330.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 4000.0 6820.0 TYPE= 1 TARGET- ELENCL= 470.00 ELENCR~ 470.00 2820.000 EXISTING AUTHORIZED ENCROACHMENT IN R.O.B. AT BIRDSONG TRACT STA. 6820 19330.000 18.36 450.06 .0O .00 450.09 .03 .01 .00 448.00 12800.0 3538.6 8550,7 710.7 4965.3 5108.7 1439.4 120.7 34.3 453.00 · 13 .71 1.67 ,49 .035 .035 .055 .000 431.70 4000,00 .000054 100. 100. 350. 2 0 0 .00 2691.50 6820.00 1490 NH CARD USED *SECNO 19930.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 5208.0 6780.0 TYPE= 1 TARGET= ELENCL~ 470.00 ELENCR= 470.00 FEMA CROSS SECTION START OF PROPOSED CHANNEL IMPROVEMENTS PROPOSED ENCROACHMENT AT STA. 6780 19930.000 18.07 450.07 .00 .00 450.15 .08 12800.0 341.9 12458.1 .1 777.8 5431.9 1.6 .20 .44 2.29 .04 .045 .032 .055 .000098 600. 600. 420. 2 0 0 1572.000 · 04 .01 448.50 239.8 58.2 453.00 · 000 432.00 5208.00 .00 1002,86 6780.00 CCh'V= ,100 CEHV= .300 *SECNO 20980.000 3470 ENCROACHMENT STATIONS= 1040.0 1580.0 TYPE= 1 TARGET- ELENCL= 470.00 ELENCR= 453.70 D.M.D. CROSS SECTION (5-5-93) 20980.000 17.83 450.13 .00 .00 450.24 .11 12800.0 .0 12800.0 .0 .0 4782.8 .1 .28 .00 2.68 .00 .000 .035 .055 .000117 870. 820. 250. 1 0 0 540.000 .09 .01 458.10 343.7 70.9 450.00 .000 432.30 1077.78 .00 336.09 1413.88 1 05OCT95 20:28:20 SECNO DEPTH CWSEL CR_TWS WSELK EG HV Q QLOB QCH Q~DB ALOB ACH AROB TIME %;LOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XI2DBR ITRIAL IDC ICONT L-BANK ELEV R-BANK ELEV SSTA ENDST *SECNO 20990.000 3470 ENCROACHMENT STATIONS- 1040.0 1457.0 TYPE- 1 TARGET= ELENCL= 470.00 ELENCR= 452.10 20990.000 17.83 450.13 .00 .00 450.25 .11 12800.0 .0 12800.0 .0 .0 4785.9 .1 .29 .00 2.67 .00 .000 .035 .055 .000117 10. 10. 10. 0 0 0 HL OLOSS L-BANK ELEV VOL T~A R-BANK ELEV WTN ELMIN SSTA CORAR TOPWID ENDST 417.000 .00 .00 458.10 344.8 70.9 450.00 .000 432.30 1077.75 .00 336.20 1413.94 PAGE PAGE 11 12 *SECNO 21260.000 3265 DIVIDED ~LOW 3470 ENCROACHMENT STATIONS= 1048.0 ELENCL- 470.00 ELENCR- 454.00 D.M.D. CROSS SECTION (5-5-93) 1522.0 TYPE= 21260.000 17.70 450.20 .00 .00 450.29 12800.0 .0 12800.0 .0 .0 5311.0 .33 .00 2.41 .00 .000 .035 .000106 380. 380. 390. 2 0 *SECNO 21635.000 3470 ENCROACHMENT STATIONS= 1061.0 ELENCL= 470.00 ELENCR= 454.80 21635.000 16.50 450.20 .00 12800.0 .0 12800.0 .0 .36 .00 3.09 .00 .000165 340. 340. 400. 1458.0 TYPE- .00 450.35 .0 4144.2 .000 .035 2 0 *SECNO 21645.000 3470 ENCROACMMENT STATIONS- 1061,0 ELENCL= 470.00 ELENCR- 455.80 D,M.D. CROSS SECTION (5-5-93) 1 05OCT95 20:28:20 1528.0 TYPE- 1 TARGET= .09 .0 ,000 0 474.000 .04 .00 458.40 388.9 74.1 454.00 .000 432.50 1082.75 .00 394.55 1518.74 1 TARGET= 397.000 .15 .04 ,02 458.60 .0 425.8 76.9 454.00 .000 ·000 433.70 1098.44 0 .00 301.97 1400.41 1 TARGET= SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCN KLOBR ITRIAL IDC ICONT 450.35 4144.6 ·035 0 21645.000 16·51 450.21 .00 .00 12800.0 .0 12800~0 .0 .0 .36 .00 3.09 .00 .000 .000165 10. 10. 10. 0 1490 NH CARD USED *SECNO 22370.000 .15 .0 .000 0 1 TARGET= 3470 ENCROACHMENT STATIONS= 5094.0 5460.0 TYPE= ELENCL= 470.00 ELENCR= 454.50 FEMA CROSS SECTION START OF THE PROPOSED RELOCATED CHANNEL 22370.000 17.85 450.35 .00 .00 450.52 .17 12800.0 .0 12800.0 .0 .0 3877.1 .0 .43 .00 3.30 .00 .000 .035 .000 .000206 880. 880. 480, 2 0 0 CCHV- .100 CEhn;- 1490 NH CARD USED *SECNO 23800.000 · 300 3265 DIVIDED FLOW 7000.0 TYPE= 1 TAK~ET= 3470 ENCROACHMENT STATIONS- 5467,0 ELENCL= 470.00 ELENCR= 454.00 D.E.C. CROSS SECTION 23800.000 17.29 450.59 .00 .00 450.86 .27 12800.0 10708.1 2091.9 .0 2448.6 800.6 .0 ,51 4.37 2.61 .00 .035 ,035 .000 .000375 720. 1430. 680. 2 0 0 1490 NH CARD USED *SECNO 24400.000 i 05OCT95 20:28:20 SECNO DEPTH OWSEL CR/WS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB KNL KNCH XNR SLOPE XLOBL XLCH XLOBR ITKIAL IDC ICONT 467.000 HL OLOSS L-BANK ELEV VOL T~A R-BANK ELEV WTN ELMIN SSTA CORAR TO[~r/D ENDST .00 .00 458.60 426.7 76.9 454.00 .000 433.70 1098.44 .00 301.98 1400.41 366.000 .16 .01 450.50 507.7 83.0 454·50 .000 432.50 5094.59 .00 301.65 5396.24 1533,000 .31 .03 450.00 604.8 92.1 454.00 .000 433.30 5471.35 .00 363,63 6744.47 HL OLOSS L-BANK ELEV VOL T~A R-BANK ELEV WTN ELMIN SSTA CORAR TOPWID ENDST PAGE PAGE 13 14 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.82 3470 ENCROACHMENT STATIONS= 5260.0 6940.0 TYPE= 1 TARGET= ELENCL= 470.00 ELENCR= 470.00 24400.000 19.38 450.88 .00 .00 450.95 .07 12800.0 .0 12800.0 .0 .0 6109.1 .0 .56 .00 2.10 .00 .000 .035 .000 .000114 130. 550. 230. 2 0 0 1680.000 .07 .02 459.20 652.0 97.2 470.00 .000 431.50 5313.33 .00 619.21 6810.18 CCh'V= .100 CEHVs 1490 NH CARD USED *SECNO 24700.000 3265 DIVIDED FLOW .300 3302 ~%RNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .58 3470 ENCROACI4MENT STATIONS= 4187.0 5200.0 TYPE= 1 TARGET= 1013.000 ELENCL= 470.00 ELENCR= 470.00 ********** KH-PARCHE MODEL COORDINATION 24700 - 39440 ************ CROSS SECTION 24700 IS FROM THE KIMLEY-HORN MODEL. 24700.000 16.95 450.85 .00 .00 451.08 .24 .08 .05 451.00 12800.0 10048.3 2751.7 .0 2421.8 954.8 .0 697.4 101.7 470.00 .59 4.15 2.88 .00 .035 .035 .000 .000 433.90 4196.78 .000339 610. 350. 80. 2 0 0 .00 345.67 5190.33 CCHV= .100 CERV- .300 *SECNO 25530.000 3470 ENCROACHMENT STATIONS= 2494.0 2742.7 TYPE= 1 TARGET- ELENCL~ 470.00 ELENCR= 470.00 1 05OCT95 20:28:20 248.670 FROM KIMLEY-HORN MODEL. CHANNEL DISTANCE REVISED. 25530.000 16.63 451.03 .00 .00 451.46 .43 .32 .06 455.33 12800.0 .0 12800.0 .0 .0 2436.8 .0 744.1 106.2 470.00 .63 .00 5,25 .00 .000 .035 .000 .000 434.40 2512.41 .000626 700. 700. 560. 2 0 0 .00 216.82 2729.23 *SECNO 25770.000 3470 ENCSDACHMENT STATIONS= 2494.0 2780.0 TYPE= 1 TARGET- ELENCL= 470.00 ELENCR= 470.00 25770,000 16.71 451.31 .00 .00 451.58 .27 12800.0 .0 12800.0 .0 .0 3042.1 .0 .65 .00 4,21 .00 .000 .035 .000 .000366 240. 240. 240. 2 0 0 286.000 .11 .02 455.33 759.2 107.5 470.00 .000 434.60 2511.37 .00 253.28 2764.65 1490 NH CARD USED *SECNO 26830.000 3265 DIVIDED FLOW 3302 ~ARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.58 3470 ENCBDACHMENT STATIONS= 2619.6 5200.0 TYPE= 1 TARGET= ELENCL= 470.00 ELENCR= 470.00 FROM KIMLEY-HORN MODEL. 26830.000 15.49 451.79 .00 .00 451.84 .06 13300.0 .0 5848.3 7451.7 .0 2484.3 5297.4 .80 .00 2.35 1.41 .000 .035 .055 .000159 1030. 1050. 960. 2 0 0 2580.420 .23 .02 457.35 884.2 121.2 452.00 .000 436.30 2641.83 .00 938.09 3973.83 1490 NH CARD USED *SECNO 28080.000 3265 DIVIDED FLOW PAGE 15 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .43 3470 ENCROACHMENT STATIONS= 2417.0 ELENCL= 470.00 ELENCR= 470.00 1 05OCT95 20:28:20 5100.0 TYPE= FROM KIMLEY-HORN MODEL. 28080.000 16.58 451.78 .00 .00 452.25 13300.0 .0 13300.0 .0 .0 2402.1 .85 .00 5.54 .00 .000 .035 .000847 850, 900. 1000. 2 0 1490 NH CARD USED *SECNO 28870.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 2319.0 5400.0 TYPE= ELENCL= 470.00 ELENCR= 470.00 FRO{4 KIMLEY-HORN MODEL. 28870.000 16.09 13300.0 .0 · 88 .00 .000932 610. 1 TARGET= CCHV= .100 CEHV= 1490 NH CARD USED *SECNO 29610.000 .48 .0 .000 0 3265 DIVIDED FLOW 1 TARGET- 452.39 .00 .00 452.80 .42 13069.6 230.4 .0 2505.8 527.6 5.22 .44 .000 .038 .055 610. 900. 2 0 0 5100.0 TYPE- .30O 3470 ENCROACHMENT STATIONS= 2055.0 ELENCL= 470.00 ELENCR- 470.00 FROM KIMLEY-HORN MODEL. 1 TARGET= 2683.020 .29 .13 455.94 995.4 134.1 458.40 .000 435.20 2433.62 .00 241.73 2929.25 3081. 000 .54 .01 457.00 1035.3 15~.9 459.30 · 000 436.30 2337.45 .00 1636.66 4631.62 3045.000 29610.000 15.64 453.04 .00 .00 453.26 .22 .44 .02 455.65 13300.0 .0 10761.3 2538.7 .0 2598.0 1960.8 1096.2 174.3 458.70 .93 .00 4.14 1.29 .000 .035 .055 .000 437.40 2071.17 ,000486 650. 650. 800. 2 0 0 .00 910.05 3161.27 1490 NH CARD USED *SECNO 30570.000 3265 DIVIDED FLOW 1 05OCT95 20:28:20 SECNO DEPTH CWSEL CR/WS WSELK EG HV Q QLOB QCH QROB ALOB ACH ABDB TIME VLOB VCH VROB XNL XNCH XNR SLOPE KLOBL ~LCH XLOBR ITRIAL IDC ICONT HL OLOSS L-BANK ELEV VOL ~ R-BANK ELEV WTN ELMIN SSTA CORAR TOPWID ENDST PAGE 16 PAGE 17 3470 ENCROACHMENT STATIONS= 3445.0 7100.0 TYPE= ELENCL- 470.00 ELENCR- 470.00 FROM KIMLEY-HORN MODEL. 30570.000 15.27 453.50 .00 .00 453.81 13300.0 .0 11231,4 2068.6 .0 2312.4 .99 .00 4.86 1.58 .000 .033 .000708 900. 900. 900. 2 0 *SECNO 31230.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 3387.0 ELENCL- 470.00 ELENCR= 470.00 FROM KIMLEY-HORN MODEL. 31230.000 15.77 453.87 .00 7100.0 TYPE- .00 454.38 1 TARGET= 3655.000 · 32 .52 .03 457.43 1306.3 1180.7 190.8 460.00 .055 .000 438.23 3460.92 0 .00 683.79 4521.95 I TARGET- 3713.000 .51 .51 .06 459.79 13300.0 .0 13300.0 .0 .0 2313.3 .0 1.02 .00 5.75 ,00 .000 .035 .000 .000949 620. 620. 700. i 0 0 *SECNO 32150.000 3265 DIVIDED FLOW 3301 h'VCHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 3040.0 ELENCL= 470.00 ELENCR= 470.00 32150.000 17.47 454.47 .00 13300.0 .0 13224.8 75.2 1.05 .00 8.81 1,39 .001502 900. 920. 950. 1 05OCT95 20: 28: 20 6180.0 TYPE- 1 TARGET= .00 455.67 1.20 .0 1501.1 54.0 .000 .035 .055 2 0 0 SECNO DEPTH CWSEL CRIWS WSEL~ EG HV Q QLOB QCH QROB ALOB AC"A AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITR/AL IDC ICONT · 500 CCHV- ·300 CENV= 1490 NH CARD USED *SECNO 32200.000 3265 DIVIDED FLOW 3301 MV CHANGED MORE THAN HVINS 3370 NORMAL BRIDGE, NRD= 9 MIN ELTRD~ 3470 ENCROACHMENT STATIONS= ' 3050.0 ELENCL= 470.00 ELENCR= 470.00 32200.000 19.04 454.04 .00 13300.0 .0 12877.5 422.5 1.05 .00 12.00 4.67 .000963 50. 50. 50. *SECNO 32230.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD~ 9 MIN ELTRI~ 3470 ENCROACHMENT STATIONS- 3050.0 ELENCL= 470.00 ELENCR= 470.00 32230.000 19.16 454.16 .00 13300.0 .0 12861.2 438.8 1.05 .00 11.87 4.67 .000939 50. 50. 50. CCHV- .100 CEHV= .300 *SECNO 32250.000 3265 DIVIDED FLOW 1 05CCT95 20: 28: 20 463.60 MAX ELLC= ******** 5734.0 TYPE~ 1 TARGET- .00 456.22 2.18 .0 1073.1 90.5 .000 .015 .020 2 0 0 463.60 MAX ELLC- ******** 6180.0 TYPE- 1 TARGET- .00 456.28 2.13 .0 1084.0 93.9 ,000 .015 .020 2 0 0 SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 1224.1 197.8 460.80 .000 438.10 3410.70 .00 239.17 3698.48 3140.000 1.08 .21 460.50 1264.9 201.8 460.00 .000 437.00 3406.93 .00 144.43 4384.86 HL OLOSS L-BANK ELEV VOL T~A R-BANKELEV WTN ELMIN SSTA CORAR TOPWTD ENDST 2684.000 .06 .49 461.50 1266,5 202.0 461.50 .000 435.00 3412.86 .00 129.02 4393.62 3130.000 · 05 .02 461.50 1267.9 202.1 461.50 · 000 435.00 3412.53 · 00 130.15 4394.02 HL OLOSS L-BANKELEV VOL T~A R-BANKELEV WTN ELMIN SSTA CORAR TOPWID ENDST PAGE PAGE 18 19 3301 HVCHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 3040'.0 ELENCL~ 470.00 ELENCR= 470.00 32250.000 18.98 455.98 .00 9400.0 .0 9228.3 171.7 1.05 .00 5.53 1.53 6180.0 TYPE' 1 TARGET- 3140.000 .00 456.45 .47 .00 .17 460.50 · 0 1669.6 112.3 1267.9 202.1 460.00 .000 .045 .055 .000 437.00 3405.19 · 000896 1. 1. 1. 3 0 0 .00 156.03 4392.41 1490 NH CARD USED *SECNO 32305.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 ~a~ARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 32305.000 17.69 455.39 .00 .00 456.85 9400.0 .0 8615.4 784.6 .0 855.9 1.05 .00 10.07 4.50 .000 .045 .006583 55. 55. 55. 3 0 KRATIO = .37 1.47 .11 .30 174.3 1269.7 202.3 .055 .000 437.70 0 .00 185.64 1490 NH CARD USED *SECNO 32725.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 32725.000 19.41 457.61 .00 .00 457.86 9400.0 2650.6 6312.4 437.0 1236.6 1346.9 1.09 2.14 4.69 1.36 .060 .045 .001028 380. 420. 520. 2 0 KRATIO - 2.53 .25 .89 .12 321.8 1288.6 206.5 .055 .000 438.20 0 .00 630.86 1 05OCT95 20:28:20 TI T2 T3 DENTON CREEK - PROPOSED CONDITION DENTON CREEK - 50 YR DISCHARGE PROFILE (EXIS. RUNOFF) SPIARS & DeOTTE, INC. DENTON CREEK - TEXAS FILE: "DENTCK2.DAT" J1 ICHECK INQ NINV IDIR STRT METRIC 0 3 0 0 0 0 J2 NPROF IPLOT PRFVS XSECV XSECH FN 2 0 -1 HVINS Q WSEL 0 0 450.50 ALLDC IBW CHNIM 05OCT95 20:28:20 SECNO DEPTH CWSEL CP, IWS WSELK EG HV }{L OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL T~A TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORA/{ TOPWID *PROF 2 0 CCHV= .100 CEHV= .300 *SECNO 18440.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 3750.0 7650.0 TYPE- 1 TARGET- 3900.000 ELENCL= 470.00 ELENCR= 470.00 FEMACROSS SECTION START OF LEVEE DISTRICT 465.00 460.00 2173.84 3331.02 463.00 461.00 1578.16 3698.91 ITRACE 18440.000 19.10 450.50 .00 450.50 450.70 .20 .00 .00 449.00 18200.0 12828.1 3859.6 1512.4 3925.0 778.8 936.5 .0 .0 451.00 .00 3,27 4.96 1.61 .035 .045 .055 .000 431.40 3750.00 .001805 10000. 5880. 4500. 0 0 0 .00 2649.88 6520.50 CCHV- .100 CEMV- .300 *SECNO 19230.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 4.36 L-BANK ELEV R-BANK ELEV SSTA ENDST PAGE PAGE 20 21 3470 ENCROACHMENT STATIONS= 4000.0 6620.0 TYPE= 1 TARGET= 2620.000 ELENCL= 470.00 ELENCR= 470.00 SPIARS & DeOTTE ADDED SECTION (8-10-95) PROPOSED ENCROACHMENT AT STA. 6620 19230.000 19.10 450.80 .00 .00 450.85 .06 .14 .01 448.00 18200.0 6507.3 10882.3 810.4 6109.2 4707.5 1121.7 111.0 30.3 452.00 .09 1.07 2.31 .72 .035 .035 .055 .000 431.70 4000.00 .000095 550. 550. 550. 2 0 0 .00 2143.16 6620.00 CCHV= .100 CEHV~ .300 1 05OCT95 20:28:20 SECNO DEPTH CWSEL CR1-WS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK F. LEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 19330.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 4000.0 6820.0 TYPE- 1 TARGET= 2820.000 ELENCL= 470.00 ELENCR= 470.00 EXISTING AUTHORIZED ENCROACHMENT IN R.O.B. AT BIRDSONG TRACT STA. 6820 19330.000 19.12 450.82 .00 .00 450.86 .05 .01 .00 18200.0 5885.9 11124.6 1189.5 6144.7 5415.3 2000.8 149.2 38.6 .10 .96 2.05 .59 .035 .035 .055 .000 431.70 .000076 100. 100. 350. 2 0 0 .00 2695.88 1490 NH CARD USED *SECNO 19930.000 3265 DIVIDED FLOW 3302 14ARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .70 3470 ENCROACHMENT STATIONS= 5208.0 6780.0 TYPE= 1 TARGET~ 1572.000 ELENCL= 470.00 ELENCR= 470.00 448.00 453.00 4000.00 6820.00 FEMA CROSS SECTION START OF PROPOSED CHANNEL IMPROVI~{ENTS PROPOSED ENCROACHMENT AT STA. 6780 19930.000 18.82 450.82 .00 .00 450.95 .13 .06 .03 448.50 18200.0 833.5 17354.2 12.3 1151.2 5792.9 56.9 286.6 63.0 453.00 .16 .72 3.00 .22 .045 .032 .055 .000 432.00 5208.00 .000157 600. 600. 420. 2 0 0 .00 1095.07 6780.00 CCHV- .100 CEHV= .300 *SECNO 20980.000 3470 ENCROACHMENT STATIONS- 1040.0 1580.0 TYPE- 1 TARGET- 540.000 ELENCL- 470.00 ELENCRz 453.70 1 05OCT95 20: 28: 20 D.M.D. CROSS SECTION (5-5-93) 18.62 450.92 .00 .00 451.12 .20 .15 .02 458.10 .0 18199.3 .7 .0 5049.8 3.0 400.3 76.0 450.00 .00 3.60 .23 .000 .035 .055 .000 432.30 1074.48 870. 820. 250. 2 0 0 .00 344.94 1419.43 20980.000 18200.0 .23 .000200 *SECNO 20990.000 1457.0 TYPE- .00 451.12 .0 5050.4 .000 .035 0 0 1 TARGET- 417.000 .20 .00 .00 458.10 3.0 401.4 76.1 450.00 .055 .000 432.30 1074.48 0 .00 344.96 1419.44 3470 ENCROACHMENT STATIONS= 1040.0 ELENCL= 470.00 ELENCR- 452.10 20990.000 18.62 450.92 .00 18200.0 .0 18199.3 .7 .23 .00 3.60 .23 .000200 10. 10. 10. *SECNO 21260.000 3265 DIVIDED FLOW PAGE PAGE 22 23 3470 ENCROACHMENT STATIONS= 1048.0 1522.0 TYPE= 1 TARGET- 474.000 ELENCL- 470.00 ELENCR= 454.00 D.M.D. CROSS SECTION (5-5-93) 21260.000 18.54 451.04 .00 18200.0 .0 18200.0 .0 · 26 .00 3.22 .00 .000181 380. 380. 390. .00 451.20 .16 .07 .00 458.40 .0 5645.4 .0 448.1 79.4 454.00 .000 .035 .000 .000 432.50 1079.67 2 0 0 .00 404.89 1519.46 *SECNO 21635.000 3470 ENCROACHMENT STATIONS= 1061.0 ELENCL= 470.00 ELENCR= 454.80 21635.000 17.34 451.04 .00 18200.0 .0 18200.0 .0 .28 .00 4.14 .00 .000280 340. 340. 400. 1458.0 TYPE= I TARGET- 397.000 .00 451.30 .27 .08 .03 458.60 · 0 4398.5 .0 487.3 82.1 454.00 .000 .035 .000 .000 433.70 1095.07 2 0 0 .00 307.01 1402.08 *SECNO 21645.000 3470 ENCROACHMENT STATIONS= ELENCL= 470.00 ELENCR= 05OCT95 20:28:20 1061.0 1528.0 TYPE= 1 TARGET- 467.000 455.80 D.M.D. CROSS SECTION (5-5-93) 21645.000 17.34 451.04 .00 .00 451.31 .27 .00 .00 458.60 18200.0 .0 18200.0 .0 ,0 4399.2 ,0 488.3 82.2 454,00 .28 .00 4.14 .00 .000 .035 .000 .000 433.70 1095,06 .000280 10. 10. 10. 0 0 0 .00 307.02 1402,08 1490 NH CARD USED *S~CNO 22370.000 3470 ENC~DACHMENT STATIONS= 5094.0 5460.0 TYPE- 1 TARGET= 366.000 ELENCL~ 470.00 ELF. NCR= 454.50 FEMA CROSS SECTION START OF TNE PROPOSED RELOCATED CHANNEL 22370.000 18.79 451.29 .00 .00 451.59 .30 .27 .01 450.50 18200.0 .0 18200.0 .0 ,0 4161.8 .0 574.8 88.4 454.50 .34 .00 4.37 .00 .000 .035 .000 .000 432.50 5094.00 .000336 880. 880. 480. 2 0 0 .00 305.74 5399.74 CCHV= .100 CEHV- 1490 NH CARD USED *SECNO 23800.000 3265 DIVIDED FLO~ .300 3470 ENCROACHMENT STATIONS= 5467.0 7000.0 TYPE- 1 TARGET- 1533.000 ELENCL- 470.00 ELENCR= 454.00 D.E.C. CROSS SECTION 23800.000 18,38 451.68 .00 .00 452,13 ,44 .50 .04 450.00 18200.0 15421.7 2778.3 .0 2714.9 991.5 .0 681.8 99.1 454.00 .40 5,68 2.80 .00 .035 .035 .000 .000 433.30 5467.00 .000596 720. 1430. 680. 2 0 0 ,00 475.80 6826.15 1490 N~ CARD USED *SECNO 24400.000 3265 DIVIDED FLOW 3302 WARNING: I 05OCT95 CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 20:28:20 KRATIO - 1.85 SECNO DEPTN CWSEL CRIWS WSELK EG HV ~L OLOSS L-BANKELEV Q QLOB QCH QROB ALOB ACH ABDB VOL TWA R-BANKELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORA/{ TOPWID ENDST PAGE PAGE 24 25 3470 ENCROACHMENT STATIONS= 5260.0 6940.0 TYPE- I TARGET- 1680.000 ELENCL= 470.00 ELENCR= 470.00 24400.000 20.66 452.16 .00 .00 452.27 .11 .11 .03 459.20 18200.0 .0 18200.0 .0 .0 6943.3 .0 736.0 105.4 470.00 .44 .00 2.62 .00 .000 .034 .000 .000 431.50 5294.21 .000173 130. 550. 230. 2 0 0 .00 721.96 6824.74 CCHV= .100 CERV- 1490 NH CARD USED *SECNO 24700.000 3265 DIVIDED F~OW .300 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .60 3470 ENCROACHMENT STATIONS= 4187.0 5200.0 TYPE= i TARGET= 1013.000 ELENCL= 470.00 ELENCR= 470.00 ********** K~-PARCHE MODEL COORDINATION 24700 - 39440 ************ CROSS SECTION 24700 IS FROM THE KIMLEY-HORN MODEL. 24700.000 18.21 452.11 .00 .00 452.46 .35 .12 .07 451.00 18200.0 13993.8 4206.2 .0 2792.5 1121.4 .0 787.9 111.1 470.00 .46 5.01 3.75 .00 .035 .035 .000 .000 433.90 4191.71 ,000482 610. 350. 80. 2 0 0 .00 461.03 5192.71 CCh'V= .100 CEHV- .300 *SECNO 25530.000 3470 ENCRDAC~ENT STATIONS= 2494.0 2742.7 TYPE~ 1 TARGET- 248.670 ELENCL~ 470.00 ELENCR= 470.00 FROM KIMLEY-HORN MODEL. CHANNEL DISTANCE REVISED. 25530.000 17.93 452.33 .00 .00 453,02 .69 .46 .10 455.33 18200.0 .0 18200.0 .0 .0 2724.9 .0 841.3 116.7 470.00 .49 .00 6.68 .00 .000 .035 .000 .000 434.40 2507.21 .000925 700. 700. 560. 0 0 0 .00 226.64 2733.86 1 05OCT95 20:28:20 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AR~3B VOL T~A R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE ~LOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SEC'NO 25770.000 3470 ENCROACRMENT STATIONS- 2494.0 2780.0 TYPE- 1 TARGET- 286.000 ELENCL- 470.00 ELF, NCR- 470.00 25770.000 18.17 452.77 .00 .00 453.21 .44 .16 .03 455.33 18200.0 .0 18200.0 .0 .0 3420.3 .0 858.2 118.0 470.00 .51 .00 5.32 .00 .000 .035 .000 .000 434.60 2505.49 .000529 240. 240. 240. 2 0 0 .00 263.95 2769.44 1490 NH CARD USED *SECNO 26830.000 3265 DIVIDED FLOW 3302 ~4ARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 1.73 3470 ENCROAC[~qENT STATIONS- 2619.6 5200.0 TYPE- I TARGET- ELENCL= 470.00 ELENCR- 470.00 FROM KIr~LEY-HORN MODEL. 26830.000 18900.0 .64 .000190 2580.420 17.18 453.48 .00 .00 453.55 .07 .30 .04 457.35 .0 7764.5 11135.5 .0 2958.0 6623.0 1008.0 134.2 452.00 .00 2.62 1.68 .000 .035 .055 .000 436.30 2635.06 1030. 1050. 960. 2 0 0 .00 1149.90 3983.64 1490 NH CARD USED *SECNO 28080.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS PAGE 26 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, R'RATIO - .43 3470 ENCROACHMENT STATIONS= 1 05OCT95 20:28:20 2417.0 5100.0 TYPE= 1 TARGET- SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT ELENCL= 470.00 ELENCR- 470.00 ~{OM KIMLEY-HOKN MODEL. 454.06 2819.1 .035 0 28080.000 18.24 453,44 .00 .00 18900.0 .0 18202.4 697.6 .0 .68 ,00 6.46 1.06 .000 .001040 850. 900. 1000. 2 1490 NH CARD USED *SECNO 28870.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 2319.0 ELENCL= 470,00 ELENCR= 470.00 5400.0 TYPE- FFDM KIMLEY-HORN MODEL. 28870.000 18.07 454.37 .00 .00 454.65 18900.0 .0 14634.1 4265.9 .0 3063.9 .73 .00 4.78 1,26 .000 .038 .000709 610. 610. 900. 2 0 CCHV= .100 CEHV= 1490 NH CARD USED *SECNO 29610.000 ,300 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS- 2055.0 ELENCL= 470.00 ELENCR- 470.00 5100.0 TYPE- FROM KIMLEY-HORN MODEL. 1 TARGET- 1 TARGET- 29610.000 17.42 454.82 .00 .00 455,05 ,23 18900.0 .0 13575.6 5324.4 .0 3099.8 3129.4 · 78 .00 4.38 1.70 .000 .035 .055 · 000480 650. 650. 800. 2 0 0 20:28:20 1 05OCT95 SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL ELCH XLOBR ITRIAL IDC ICONT 1490 NH~CARD USED *SECNO 30570.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS- 3445.0 7100.0 TYPE- ELENCL= 470.00 ELENCR- 470.00 FROM KIMLEY-HORN MODEL, 2683.020 30570.000 17.04 455.27 .00 .00 455.61 18900.0 .0 14577.7 4322.3 .0 2823.1 .84 .00 5,16 2,07 ,000 .033 .000727 900. 900. 900. 2 0 HL OLOSS L-BANK ELEV VOL TWA R-BANK ELEV WTN ELMIN SSTA CORAR TOPWID ENDST *SECNO 31230.000 3265 DIVIDED FLOW 1 TARGET= .62 .35 .17 455.94 659,4 1151.3 155.7 458.40 .055 .000 435.20 2426.98 0 ,00 778.97 3944.95 3081,000 · 28 .55 .03 457.00 3394,4 1234,4 180.8 459.30 · 055 .000 436.30 2329.50 0 .00 1832.56 4711.85 3045.000 · 40 .01 455.65 1340.3 205.4 458.70 .000 437.40 2064,04 · 00 961.85 3173.76 HL OLOSS L-BANK ELEV VOL TWA R-BANKELEV WTN ELMIN SSTA CORA}{ TOPWID ENDST 3655.000 · 33 .53 .03 457.43 2087.9 1455.4 223.3 460.00 · 055 ,000 438.23 3453.81 0 .00 769.90 4543.28 PAGE 27 PAGE 28 3470 F~CROACHMENT STATIONS- 3387.0 7100.0 TYPE- 1 TARGET- 3713.000 ELENCL- 470.00 ELENCR- 470.00 FROM KIMLEY-HORN MODEL. 31230.000 17.47 455.57 .00 18900.0 .0 18873.3 26.7 ..86 .00 6.90 .51 .001215 620. 620. 700. *SECNO 32150.000 3265 DIVIDED FLOW 3301 HVCHANGEDMORE THAN HVINS 3470 ENCROACHMENT STATIONS= 3040.0 ELENCL= 470.00 ELENCR- 470.00 1 05OCT95 20:28:20 .00 456.31 .74 .0 2736.3 52.2 .000 .035 .055 2 0 0 6180.0 TYPE- 1 TARGET= SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 32150.000 19.25 456.25 .00 18900.0 .0 18587.9 312.1 .89 .00 10.93 2.20 · 002089 900. 920. 950. CCHV- .300 CEHV- 1490 NH CARD USED *SECNO 32200.000 3265 DIVIDED FLOW .500 3301 HVCHANGED MORE THAN HVINS 3370 NORMAL BRIDGE, NRD~ 9 MIN ELTRD= 3470 ENCROACHMENT STATIONS- 3050.0 ELENCL~ 470.00 ELENCR= 470.00 32200.000 20.69 455.69 .00 18900.0 ,0 17951.6 948.4 .89 .00 14.43 6.44 .001334 50. 50. 50. *SECNO 32230.000 3265 DIVIDED FLOW 3370 NORMAL BRIDGE, NRD.' 9 MIN ELTRD~ 3470 ENCROACHMENT STATIONS= 3050.0 ELENCL- 470.00 ELENCR= 470.00 32230.000 20.99 455.99 .00 18900.0 .0 17891.8 1008.2 .89 .00 14.02 6.36 .001249 50. 50. 50. I 050CT95 20:28: 20 .00 458.08 1.83 .0 1700.2 142.1 .000 .035 .055 2 0 0 463.60 MAX ELLC= ******** 5734.0 TYPE= 1 TARGET~ .00 458.80 3.10 .0 1244.2 147.2 .000 .015 .020 2 0 0 463.60 MAX ELLC= ******** 6180.0 TYPE= 1 TARGET- .00 458.92 2.92 .0 1276.3 158.4 .000 .015 .020 2 0 0 SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CCHV= .100 CEHV- .300 *SECNO 32250.000 3265 DIVIDED FLOW .58 .12 459.79 1512.1 232.2 460.80 .000 438.10 3403.90 .00 404.64 4411.53 3140.000 HL OLOSS L-BANKELEV VOL T~A R-BANK ELEV WTN ELMIN SSTA CORAR TOPWID ENDST 1.44 .33 460.50 1561.1 239.1 460.00 .000 437.00 3404.88 .00 233.10 4393.75 2684.000 .08 .64 461.50 1562.9 239.3 461.50 .000 435.00 3407.89 .00 145.87 4397.85 3130.000 .06 .05 461.50 1564.6 239.4 461.50 .000 435.00 3407.01 .00 148.82 4398.34 HL OLOSS L-BANKELEV VOL T~A R-BANKELEV WTN ELMIN SSTA CORAR TOPWID ENDST PAGE PAGE 29 30 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 3040.0 6180.0 TYPE= ELENCL= 470.00 ELENCR= 470.00 32250.000 21.61 458.61 .00 .00 459.15 13200.0 .0 12171.2 1028.8 .0 1977.5 · 89 .00 6.15 1.53 .000 .045 .000970 1. 1. 1. 3 0 1490 NH CARD USED *SECNO 32305.000 3265 DIVIDED fLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 32305.000 20.69 458.39 .00 .00 459.39 13200.0 .0 10689.5 2510.5 .0 1241.2 .89 .00 8.61 4.79 .000 .045 .004195 55. 55. 55. 2 0 1490 NH CARD USED *SECNO 32725.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 1 TARGET= 3140.000 .55 .00 .24 460.50 674.2 1564.6 239.5 460.00 .055 .000 437.00 3402.17 0 .00 683.28 4560.62 KRATIO = .48 1.00 .10 .14 465.00 524.5 1567.4 240.1 460.00 .055 .000 437.70 2164.83 0 .00 300.60 3346.80 KRATIO - 2.40 32725.000 21.72 459.92 .00 .00 460.10 .17 13200.0 4490.2 6993.9 1715.9 1918.0 1694.3 1263.5 .93 2.34 4.13 1.36 .060 .045 .055 .000731 380. 420. 520. 2 0 0 .62 .08 463.00 1600.6 249.2 461.00 .000 438.20 1571.23 .00 1362.40 3816.10 05OCT95 20:28:20 DENTON CREEE - PROPOSED CONDITION DENTON CREEK - 100 YR DISCHARGE PRDFILE T1 T2 T3 DENTON CREEK - TEXAS FILE: "DENTCK2.DAT" J1 ICHECK INQ NINV IDIR STRT METRIC 0 4 0 0 .000452 0 J2 NPROF IPLOT PRFVS XSECV XSECH FN 3 0 -1 (EXIS. RUNOFF) SPIARS & DeOTTE, INC. HVINS Q WSEL FQ 0 0 450.70 ALLDC IBW CHNIM ITRACE 05OCT95 20:28:20 SECNO DEPTH CWSEL CR/WS WSELK EG Q QLOB QCH QROB ALOB ACH TIME VLOB VCH VROB XNL XNCH SLOPE XLOBL XLCH XLOBR ITRIAL IDC HV HL OLOSS L-BANK ELEV AROB VOL TWA R-BANK ELEV XNR WTN ELMIN SSTA ICONT COPJ%R TOPWID ENDST *PROF 3 CCHV= .100 CEHV- .300 *SECNO 18440.000 3470 ENCRDACHMENT STATIONS- 3750.0 7650.0 TYPE- 1 TARGET-- 3900.000 ELENCL= 470.00 ELENCR= 470.00 FEMA CROSS SECTION START OF LEVEE DISTRICT 18440.000 20.71 452.11 .00 450.70 452.19 .08 .00 .00 449.00 20600.0 15160.6 2633.8 2805.6 6694.3 947.0 2430.8 .0 .0 451.00 · 00 2.26 2.78 1.15 ,035 .045 .055 .000 431.40 3750.00 ,000454 10000, 5880. 4500. 0 0 4 .00 2803.63 6553.63 CCHV= .100 CEHV= .300 *SECNO 19230.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 2.63 3470 ENCROACHMENT STATIONS= 4000.0 6620.0 TYPE= 1 TARGET= 2620.000 PAGE PAGE 31 32 ELENCL= 470.00 ELENCR= 470.00 SPIARS & DeOTTE ADDED SECTION (8-10-95) PROPOSED ENCROACHMENT AT STA. 6620 19230.000 20.52 452,22 .00 .00 20600.0 8928.4 10603.5 1068.1 8324.4 .10 1.07 2.04 .68 .035 .000066 550. 550. 550, 2 CCHV= .100 CEHV- *SECNO 19330.000 3265 DIVIDED FLOW 1 05OCT95 20:28:20 .300 452.27 .04 .08 .00 448.00 5201.8 1568.9 158.9 32.4 452.00 · 035 .055 .000 431.70 4000.00 0 0 .00 2322.36 6620.00 SECNO DEPTH CWSEL CR/WS WSELK EG HV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID L-BANK F. LEV R-BANK ELEV SSTA ENDST PAGE 33 3470 ENC9DACHMENT STATIONS= 4000.0 6820.0 TYPE= 1 TARGET= 2820.000 ELENCL~ 470.00 ELENCR- 470.00 EXISTING AUTHORIZED ENCROACHMENT IN R.O.B. AT BIRDSONG TRACT STA. 6820 19330.000 20.54 452.24 ,00 .00 452.27 .03 .01 .00 20600.0 8022.5 10842.7 1734.8 8349.7 5994.4 3083.7 209.6 41.7 ,12 .96 1.81 .56 .035 .035 .055 .000 431.70 .000053 100. 100. 350. 2 0 0 .00 2762.79 1490 NH CARD USED *SECNO 19930.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO ~ .63 3470 ENCROACHMENT STATIONS= 5208.0 6780.0 TYPE= 1 TARGET= 1572.000 ELENCL= 470.00 ELENCR= 470.00 448.00 453.00 4000.00 6820.00 FEMA CROSS SECTION START OF PROPOSED CHANNEL IMPROVEMENTS PROPOSED ENCROACHMENT AT STA. 6780 19930.000 20.23 452.23 .00 .00 452.35 .12 .05 .03 448.50 20600.0 1685.6 18784.6 129.8 1848.3 6470.7 362.6 382.3 67.7 453.00 .18 .91 2.90 .36 .045 .033 .055 .000 432.00 5208.00 .000133 600. 600. 420. 2 0 0 .00 1369.85 6780.00 CCh'V= .100 CENV= .300 *SECNO 20980.000 3470 ENCROACHMENT STATIONS= 1040.0 1580.0 TYPE= 1 TARGET- 540.000 ELENCL= 470.00 ELENCR= 453.70 D.M.D. CROSS SECTION (5-5-93) 20980.000 19.99 452.29 .00 .00 452.51 .22 .13 .03 458.10 20600.0 .0 20589.2 10.8 .0 5516.9 30.6 514.7 81.8 450.00 .24 .00 3.73 .35 .000 .035 .055 .000 432.30 1068.79 .000195 870. 820. 250. 0 0 0 ,00 423.78 1492.57 1 05OCT95 20: 28: 20 SECNO DEPTH CWSEL CR1-WS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL T~A R-BANKELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 20990.000 3470 ENCROACHMENT STATIONS= 1040.0 1457.0 TYPE- 1 TARGET- 417.000 ELENCL~ 470.00 ELENCR- 452.10 20990.000 19.99 452.29 .00 .00 452.51 .22 .00 .00 458.10 20600,0 .0 20588.5 11.5 .0 5518.8 33.7 516.0 81.9 450.00 .24 .00 3.73 .34 .000 .035 .055 .000 432.30 1068.77 .000195 10. 10. 10. 0 0 0 .00 420.38 1489.14 PAGE 34 *SECNO 21260.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 1048.0 ELENCL= 470.00 ELENCR= 454.00 D.M.D. CROSS SECTION (5-5-93} 1522.0 TYPE= 1 TARGET- 474.000 21260.000 19.91 452.41 .00 .00 452.58 .17 20600.0 .0 20600.0 .0 .0 6214.4 .0 .28 .00 3.31 .00 .000 .035 .000 .000178 380. 380. 390. 2 0 0 *SECNO 21635.000 3470 ENCROACHMENT STATIONS= 1861.0 ELENCL- 470.00 ~LENCR- 454.80 21635.000 18.71 452.41 .00 20600.0 ,0 20600.0 .0 .30 .00 4.27 .00 .000273 340. 340. 400. *SECNO 21645.000 3470 ENCROACHMENT STATIONS= 1061.0 ELENCL- 470.00 ELENCR= 455.80 1 05OCT95 D.M.D. CROSS SECTION (5-5-93} 20:28:20 1458.0 TYPE- t TARGET- .00 452.69 .28 .0 4824.5 .0 .000 .035 .000 2 0 0 .07 .00 458.40 567.3 85,6 454.00 .000 432.50 1074,60 .00 421.91 1520.64 397.000 .07 .03 458,60 610.4 88.5 454.00 .000 433.70 1089.55 .00 315.27 1404.82 1528.0 TYPE= I TARGET= 467.000 SECNO DEPTH CWSEL CRIWS WSELK EG Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH V~DB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 21645.000 18.71 452.41 .00 .00 452.69 .28 20600.0 .0 20600.0 .0 .0 4825.2 .0 .30 .00 4.27 .00 .000 .035 .000 .000273 10. 10. 10. 0 0 0 1490 NH CARD USED *SECNO 22370.000 HL OLOSS L-BANK ELEV VOL TWA R-BAN~ ELEV WTN ELMIN SSTA CORAR TOPWID ENDST .00 .00 458.60 611.5 88.5 454.00 .000 433.70 1089.54 .00 315.28 1404.82 3470 ENCROAC~4ENT STATIONS- 5094.0 ELENCL- 470.00 ELENCR= 454.50 FEMA CROSS SECTION START OF THE PROPOSED RELOCATED 5460.0 TYPE- 1 TARGET= 366.000 CHANNEL 22370.000 20.15 452.65 .00 .00 452.96 .31 20600.0 .0 20600.0 .0 .0 4581.2 .0 .35 .00 4.50 .00 .000 .035 .000 .000321 B80. 880. 480. 2 0 0 CCHV- .100 CEHV= 1490 NH CARD USED *SECNO 23800.000 .300 3265 DIVIDED FLOW 7000.0 TYPE- 1 TARGET= .00 .00 453.45 .41 .0 3122.5 1355.2 .0 .00 .035 .035 .000 680. 2 0 0 3470 ENCROACHMENT STATIONS= 5467.0 ELENCL= 470.00 ELF. NCR= 454.00 D.E.C. CROSS SECTION 23800.000 19.74 453.04 20600.0 17181.0 3419.0 .42 5.50 2.52 .000526 720. 1430. 1490 NH CARD USED *SECNO 24400.000 1 05OCT95 20:28:20 SECNO DEPTH CWSEL CRi'WS WSELK EG MV Q QLOB QCH QROB A_LOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH KLOBR ITKIAL IDC ICONT .26 .01 450.50 706.5 94.9 454.50 .000 432.50 5094.00 .00 310.81 5404.81 1533.000 .46 .03 450.00 829.7 108.1 454.00 .000 433.30 5467.00 · 00 671.95 6928.23 HL OLOSS L-BANK ELEV VOL T~A R-BANKELEV WTN EL}tIN SSTA COP, AR .TOPWID ENDST PAGE PAGE 35 36 3265 DIVIDED FLOW 3302 ~IARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.79 3470 ENCROACHMENT STATIONS= 5260.0 6940.0 TYPE= 1 TARGET= ELENCL- 470.00 ELENCR= 470.00 24400.000 21.98 453.48 .00 .00 453,58 ,10 20600.0 .0 20600.0 .0 ,0 8031.4 .0 .46 .00 2.56 .00 .000 .031 ,000 .000164 130. 550. 230. 2 0 0 1680.000 · 10 .03 459.20 893.6 116.6 470.00 ,000 431.50 5276.58 · 00 949.68 6864.45 CCHV= .100 CEHV= 1490 NH CARD USED *SECNO 24700.000 .300 3265 DIVIDED FLOW 3302 IalARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .62 3470 ENCROACHMENT STATIONS= 4187.0 5200.0 TYPE= 1 TARGET~ 1013.000 ELENCL= 470.00 ELENCR= 470.00 ********** KH-PARCHE MODEL COORDINATION 24700 - 39440 ************ CROSS SECTION 24700 IS FROM THE KIMLEY-HORN MODEL, 24700.000 19.54 453.44 .00 .00 453.76 .32 .11 ,07 451.00 20600,0 15580.0 5020.0 .0 3268,4 1299.2 .0 954.0 123.7 470,00 .48 4.77 3.86 .00 .035 .035 .000 .000 433.90 4187,00 .000432 610. 350. 80. 2 0 0 .00 523.30 5195.20 CCHV- .100 CE/IV= .300 *SECNO 25530.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .69 1 05OCT95 20:28:20 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID L-BANK ELEV R-BANK ELEV SSTA ENDST PAGE 37 3470 ENCROACI~IF_2gT STATIONS- 2494.0 2742.7 TYPE- 1 TARGET= ELENCL~ 470.00 ELENCR= 470.00 FROM KIMLEY-HORN MODEL. CHANNEL DISTANCE REVISED. 25530.000 19.18 453.58 .00 .00 454.30 20600.0 .0 20600.0 .0 .0 3014.8 .51 .00 6.83 .00 .000 .035 · 000895 700. 700. 560. 2 0 *SECNO 25770.000 3470 ENCROACHMENT STATIONS= 2494,0 2780.0 TYPE= ELENCL= 470.00 ELENCR= 470.00 25770.000 19.42 454.02 ,00 .00 454.49 20600.0 ,0 20600,0 .0 .0 3756.7 .52 ,00 5,48 .00 ,000 ,035 .000519 240. 240. 240. 2 0 1490 NH CARD USED *SECNO 26830.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 3470 ENCROACHMENT STATIONS= 2619.6 ELENCL= 470.00 ELENCR= 470.00 FROM KIMLEY-HORN MODEL. 26830.000 18.44 454.74 .00 21300.0 .0 8430.0 12870.0 5200.0 TYPE= .00 454.80 .0 3355.7 248.670 .72 .42 .12 455.33 .0 1014.9 129,8 470,00 .000 .000 434.40 2502.20 0 .00 236.12 2738.32 1 TARGET= 286.000 .47 .16 .03 455.33 .0 1033.6 131.2 470.00 .000 .000 434.60 2500.45 0 .00 273.08 2773.53 · 06 .27 .04 457.35 7733.2 1204.5 148.3 452.00 KRATIO - 1.83 TARGET= 2580.420 .67 .00 2.51 1.66 .000 .035 .055 .000 436.30 2630.02 · 000166 1030. 1050. 960. 0 0 0 .00 1221.55 3990.95 1 05OCT95 20: 28: 20 SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH Y. LOBR ITP-IAL IDC ICONT 1490 NH CARD USED *SECNO 28080.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 3470 ENCROACHMENT STATIONS- 2417.0 5100.0 TYPE- ELENCL- 470.00 ELENCR- 470.00 FROM R'IMLEY-HORN MODEL. 28080.000 19.53 454.73 .00 .08 21300.0 .0 19240.4 2059.6 .0 .71 .00 6.06 1.46 .000 .000903 850. 900. 1000. 2 455.24 3176.5 .035 0 1490 NH CARD USED *SECNO 28870.000 3265 DIVIDED ~LOW 3470 ENCROACHMENT STATIONS- 2319.0 ELENCL- 470.00 ELF, NCR- 470.00 5400.0 TYPE= FROM K'IMLEY-HORN MODEL. 28870.000 19.23 455.53 .00 .00 21300.0 .0 14156.5 7143.5 .0 .77 .00 4.12 1.36 .000 .000499 610. 610. 900. 2 455.72 3433.6 .037 0 CCMV- .100 CF/~V- 1490 NH CARD USED *SECNO 29610.000 .300 3265 DIVIDED 1 05OCT95 20: 28: 20 KRAT IO = TARGET= .52 1409.1 .055 0 TARGET= .19 5269.9 .055 0 SECNO DEPTH CWSEL CRIWS WSELK EG MV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE Y~LOBL XLCH XLOBR ITRIAL IDC ICONT HL OLOSS L-BANK ELEV VOL T~A R-BANK ELEV WTN ELMIN SSTA COP, AR TOPWID ENDST .43 2683.020 .30 .14 455.94 1377.0 172.6 458.40 .000 435.20 2421.83 .00 957.47 3985.24 3081.000 .44 .03 457.00 1492.2 201.4 459.30 .000 436.30 2324.85 .00 2036.35 4810.64 HL OLOSS L-BANK ELEV VOL TT~A R-BANK ELEV WTN ELMIN SSTA CORA/{ TOPWID ENDST PAGE PAGE 38 39 3470 ENCROACHMENT STATIONS= 2055.0 ELENCL= 470.00 ELENCR= 470.00 FFDM R'IMLEY-HORN MODEL. 29610.000 18.44 455.84 .00 21300.0 .2 14454.2 6845.5 .83 .19 4.25 1.79 .000421 650. 650. 800. 1490 NH CARD USED *SECNO 30570.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 3445.0 ELENCL= 470.00 ELENCR- 470.Q0 FROM KIMLEY-HORN MODEL. 30570.000 18.00 456.23 .00 21300.0 .0 15747.1 5552.9 5100.0 TYPE= 1 TARGET= .00 456.05 .21 1.2 3404.0 3817.6 .055 .035 .055 2 0 0 7100.0 TYPE= .00 456.54 .0 3132.5 3045.000 .32 .01 455.65 1626.7 228.2 458.70 · 000 437.40 2055.00 · 00 996.32 3180.88 1 TARGET= 3655.000 .31 .47 .03 457.43 2548.0 1760.0 246.9 460.00 · 89 .00 5.03 2.18 .000 .033 .055 .000 438.23 3449.92 · 000656 900. 900. 900. 1 0 0 .00 817.75 4554.93 *SECNO 31230.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 3387.0 ELENCL= 470.00 ELENCR= 470.00 FROM KIMLEY-HORN MODEL. 31230.000 18.37 456.47 .00 21300.0 .0 21076.3 223.7 · 91 .00 7.08 1.04 .001272 620. 620. 700. 1 05OCT95 20:28:20 7100.0 TYPE= 1 TARGET= .00 457.24 .77 .0 2976.5 216.1 .000 .035 .055 2 0 0 SECNO DEPTH CWSEL CRIWS WSELK EG ~V Q QLOB QCN QROB ALOB ACH AROB TIME VLOB VCH VP, OB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT *SECNO 32150.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS- 3040.0 ELENCL~ 470.00 ELENCR= 470.00 32150.000 20.13 457.13 .00 21300.0 .0 20709.6 590.4 .93 .00 11.50 2.31 .002204 900. 920. 950. CCHV= .300 CEHV- 1490 NM CARD USED *SECNO 32200.000 3265 DIVIDED FLOW ,500 3301 HVCHANGED MORE THAN HVINS 3370 NORMAL BRIDGE, NRD= 9 MIN ELTRD~ 3470 ENCROACHMENT STATIONS= 3050.0 ELENCL= 470.00 ELENCR~ 470.00 32200.000 21.56 456.56 .00 21300.0 .0 20038.0 1262.0 .93 .00 14.96 6.97 .001398 50. 50. 50. *SECNO 32230.000 3265 DIVIDED FLOW 1 05OCT95 20: 28: 20 6180.0 TYPE= 1 TARGET- .00 459.12 2.00 .0 1801.5 255.8 .000 .035 .055 2 0 0 463.60 MAX ELLC= ******** 5734.0 TYPE- 1 TARGET- .00 459.87 3.31 .0 1339.8 181.1 .000 .015 .021 2 0 0 SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME %/LOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 3713.000 .56 .14 459.79 1825.7 256.9 460.80 .000 438.10 3400.30 .00 499.83 4471.51 HL OLOSS L-BANK ELEV VOL TWA R-BANK ELEV WTN ELMIN SSTA CORAR TOPWID ENDST 3140.000 1.51 .37 460.50 1881.3 265.0 460.00 .000 437.00 3403.88 .00 257.38 4398.14 2684.000 .09 .66 461.50 1883.3 265.3 461.50 .000 435.00 3405.30 .00 154.52 4399.30 HL OLOS$ L-BANK ELEV VOL TWA R-BANKELEV WTN ELMIN SSTA CORAR TOPWID ENDST PAGE PAGE 40 41 3370 NORMAL BRIDGE, NRD~ 9 MIN ELTRD~ 3470 ENCROACHMENT STATIONS= 3050.0 ELENCL- 470.00 ELENCR= 470.00 32230.000 21.91 456.91 .00 21300.0 .0 19962.3 1337.7 .94 .00 14.46 6.82 .001293 50. 50. 50. 463.60 MAX ELLC= ******** 6180.0 TYPE- 1 TARGET- .00 460.00 3.09 .0 1380.5 196.0 .000 .015 .021 2 0 0 3130.000 .07 .07 461.50 1885.1 265.5 461.50 .000 435.00 3404.24 .00 158.09 4399.90 CCHVz .100 CEHV- .300 *SECNO 32250. 000 3265 DIVIDED FLOW 3301 HVCHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS~ 3040.0 6180.0 TYPE- 1 TARGET= 3140.000 ELENCL= 470.00 ELENCR= 470.00 32250.000 22.80 459.80 .00 .00 460.27 .46 .00 .26 14900.0 46.3 12553.3 2300.4 80.6 2123.6 1574.1 1885.2 265.5 .94 .58 5.91 1.48 .055 .045 .055 .000 437.00 .000846 1. 1. 1. 3 0 0 .00 1123.78 1490 NH CARD USED *SECNO 32305.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .5O 32305.000 21.92 459.62 .00 .00 460.46 .84 .08 .11 14900.0 .0 11417.9 3482.1 .0 1430.5 739.4 1888.9 266.4 .94 .00 7.98 4.71 .000 .045 .055 .000 437.70 .003372 55. 55. 55. 2 0 0 .00 361.79 1 05OCT95 20: 28: 20 SECNO DEPTH CWSEL CR1-WS WS~LK EG HV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL T~A TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITR/AL IDC ICONT CORAR TOPWID 1490 NH CARD USED *SECNO 32725.000 3265 DIVIDED FLOW 3301 HVCHANGEDMORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO ~ 2.37 460.50 460.00 3040.00 4640.28 465.00 460.00 2161.13 3356.24 32725.000 22.73 460.93 .00 .00 461.05 .12 .52 .07 463.00 14900.0 5155.5 6707.4 3037.0 2227.6 1873.2 2224.5 1932.3 276.5 461.00 · 98 2.31 3.58 1.37 .060 .045 .055 .000 438.20 1568.22 .000602 380. 420. 520. 2 0 0 .00 1484.94 3838.92 1 05OCT95 20: 28: 20 T1 DENTON CREEK - PROPOSED CONDITION (EXIS. RUNOFF) SPIARS & DeOTTE, INC. T2 DENTON CREEK - 500 YR DISCHARGE PROFILE T3 DENTON CREEK - TEXAS FILE: "DENTCK2.DAT" J1 ICHECK iNQ NINV IDIR STRT METRIC HVINS Q WSEL 0 5 0 0 .000452 0 0 0 451.80 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM 15 0 -1 L-BANK ELEV R-BANK ELEV SSTA ENDST ITRACE PAGE PAGE 42 43 1 05OCT95 20: 28: 20 SECNO DEPTH CWSEL CP~-WS WSELK EG HV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID *PROF 4 L-BANKELEV R-BANKELEV SSTA ENDST PAGE 44 CCMV- .100 CEHV- .300 *SECNO 18440.000 3470 ENCROACHMENT STATIONS= 3750.0 7650.0 TYPE' 1 TARGET- 3900.000 ELENCLz 470.00 ELENCR= 470.00 FEMA CROSS SECTION START OF LEVEE DISTRICT 18440.000 22.28 453.68 .00 36200.0 26572.7 3452.3 6175.0 .00 2.82 3.11 1.43 .000457 10000. 5880. 4500. 451.80 453.79 .11 .00 .00 449.00 9408.2 1111.7 4305.9 .0 .0 451.00 .035 .045 .055 .000 431.40 3750.00 0 0 3 .00 3256.99 7006.99 CCHV= .100 CEHV- .300 *SECNO 19230.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO ~ 2.04 3470 ENCROACHMENT STATIONS- 4000.0 6620.0 TYPE- 1 TARGET- 2620.000 ELENCL= 470.00 ELENCR= 470.00 SPIARS & DeOTTE ADDED SECTION (8-10-95) PROPOSED ENCBDACHMENT AT STA. 6620 19230.000 22.12 453.82 .00 .00 453.90 .08 .11 .00 448.00 36200.0 17699.3 16245.0 2255.6 10807.6 5759.0 2531.2 214.2 37.1 452.00 .07 1.64 2.82 .89 .035 .035 .055 .000 431.70 4000.00 .000110 550. 550. 550. 2 0 0 .00 2620.00 6620.00 CCHV- .100 CEHV- .300 *SECNO 19330,000 3470 ENC~DACHMENT STATIONS= 4000.0 6820.0 TYPE~ i TARGET- 2820.000 ELENCL- 470.00 ELENCR- 470.00 EXISTING AUTHORIZED ENCROACHMENT IN R.O.B. AT BIRDSONG TRACT STA. 6820 19330.000 22.15 453.85 .00 .00 453.91 .06 .01 36200.0 15892.3 16583.6 3724.1 10854.4 6660.2 4439.3 281.3 .09 1.46 2.49 .84 .035 .035 .055 .000 .000087 100. 100. 350. 2 0 0 .00 .00 448.00 47.9 453.00 431.70 4000.00 2820.00 6820.00 05OCT95 20:28:20 SECNO DEPTH CWSEL CRI'WS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORA/{ TOPWID ENDST 1490 NH CARD USED *SECNO 19930.000 3302 $~RNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 3470 ENCROACHMENT STATIONS- 5208.0 6780.0 TYPE= 1 ELENCL= 470.00 ELENCR= 470.00 KRATIO - .58 TARGET- 1572.000 FEMACROSS SECTION START OF PROPOSED CHANNEL IMPROV~qENTS PROPOSED ENCBDACHME/gT AT STA. 6780 19930,000 21.80 453.80 .00 .00 454.05 .25 .08 .06 448.50 36200.0 4232.1 31061.4 906.6 2630.7 7236.7 1204.3 497.1 75.1 453.00 · 13 1.61 4.29 .75 .045 .033 .055 .000 432.00 5208.00 .000260 600. 600. 420. 2 0 0 .00 1572.00 6780,00 CCHV- .100 CEHV- .300 *SECNO 20980.000 3470 ENCROACHMENT STATIONS- 1040.0 1580.0 TYPE- 1 TARGET= 540.000 ELENCLw 470.00 ELENCR- 453.70 D.M.D. CROSS SECTION (5-5-93) 20980.000 21.57 453.87 .00 .00 454.41 .54 .27 .09 458.10 36200.0 .0 35947.3 252.7 .0 6067.9 420.9 653.2 92.6 450.00 .17 .00 5.92 .60 .000 .035 .055 .000 432.30 1062.19 .000443 870. 820. 250. 2 0 0 .00 1362.87 2425.06 *SECNO 20990.000 3470 ENCROACHMENT STATIONS= 1040.0 1457.0 TYPE- 1 TARGET- 417.000 ELENCL= 470.00 ELENCR- 452.10 20990.000 21.57 453.87 .00 .00 454.42 .55 .00 .00 458.10 36200.0 .0 36037.0 163.0 .0 6069.1 194.4 654.7 92.8 450.00 PAGE 45 .17 .00 5.94 .84 .000 .035 .055 .000 432.30 1062.17 · 000445 10. 10. 10. 0 0 0 .00 477.64 1539.81 1 05OCT95 20:28:20 SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITKIAL IDC ICONT *SECNO 21260.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS- 1048.0 ELENCL= 470.00 ELENCR- 454.00 D.M.D. CROSS SECTION (5-5-93) 21260.000 21.67 454.17 .00 36200.0 .0 36198.2 1.8 .19 .00 5.19 .17 .000400 380. 380. 390. *SECNO 21635.000 3470 ENCROACHMENT STATIONS- 1061.0 ELENCL- 470.00 ELENCR- 454.80 21635.000 20.44 454.14 .00 36200.0 .0 36199.9 .1 .21 .00 6.73 .11 .000614 340. 340. 400. *SECNO 21645.000 3470 ENCROACHMENT STATIONS- 1061.0 ELENCL- 470.00 ELENCR- 455.80 D.M.D. CROSS SECTION (5-5-93) 21645.000 20.45 454.15 36200.0 .0 36199.9 .21 .00 6.73 .000613 10. 10. 1522.0 TYPE- 1490 NH CARD USED *SECNO 22370.000 3470 ENCROACHMENT STATIONS- 1 050CT95 20:28:20 5094.0 1 TARGET- .00 454.59 .42 .0 6976.4 10.8 .000 .035 .055 2 0 0 1458.0 TYPE- .00 454.84 .0 5379.7 .000 .035 2 0 1528.0 TYPE- HL OLOSS L-BANK ELEV VOL T~A R-BANK ELEV WTN ELMIN SSTA CORAR TOP,riD ENDST 474.000 .16 .01 458.40 712.5 97.1 454.00 .000 432.50 1068.10 .00 588.39 1586.86 1 TARGET- 397.000 .70 .17 .09 458.60 .6 760.8 100.4 454,00 .055 .000 433.70 1082.56 0 .00 334.23 1416.79 1 TARGET- .00 .00 454.85 .70 .1 .0 5381,3 .7 .12 .000 .035 .055 10. 0 0 0 1 TARGET- 5460.0 TYPE- SECNO DEPTH CWSEL CR.IWS WSELK EG HV Q QLOB QC]{ QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITP~IAL IDC ICONT CHANNEL .00 455.46 .72 .0 5291.2 254.3 .000 .035 .055 2 0 0 7000.0 TYPE- ELENCL- 470.00 ELENCR- 454.50 FEMA CROSS SECTION START OF THE PROPOSED RELOCATED 22370.000 22.23 454.73 .00 36200.0 .0 36128.3 71.7 .24 .00 6.83 .28 .000762 880. 880. 480. CCHV- .100 CEHV- 1490 NH CARD USED *SECNO 23800.000 1 TARGET- .300 3470 ENCROACHMENT STATIONS- 5467.0 ELENCL- 470.00 ELENCR- 454.00 D.E.C. CROSS SECTION 23800.000 22.63 455.93 .00 .00 456.28 .36 36200.0 26897.1 8654,7 648.2 5184.8 2444.9 649.2 .31 5.19 3.54 1.00 .036 .035 .055 .000616 720. 1430. 680. 3 0 0 467.000 .01 .00 458.60 762.0 100.5 454.00 · 000 433.70 1082.54 · 00 334.52 1417.06 366.000 HL OLOSS L-BANKELEV VOL T~4A R-BANKELEV WTN ELMIN SSTA CORAR TOPWID ENDST .60 .01 450.50 871.2 113.6 454.50 .000 432.50 5094.00 .00 1461.58 6555.58 1533.000 .79 .04 450.00 1048.1 146.9 454.00 .000 433.30 5467.00 .00 1905.21 7372.21 PAGE PAGE 46 47 1490 NH CARD USED *SECNO 24400.000 3265 DIVIDED ~LOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, kTRATIO - 1.61 3470 ENCROACHMENT STATIONS- 5260.0 6940.0 TYPE= 1 TARGET= 1680.000 ELENCL= 470.00 ELENCR- 470.00 24400.000 24.80 456.30 .00 .00 456.45 .15 .14 .02 459.20 36200.0 .0 36200.0 .0 .0 11671.5 .0 1146.7 162.3 470.00 .34 .00 3.10 .00 .000 .027 .000 .000 431.50 5268.42 .000239 130. 550. 230. 2 0 0 .00 1628.57 6940.00 i 05OCT95 20: 28: 20 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK F. LEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST CCHV- .100 CEHV- 1490 NH CARD USED *SECNO 24700.000 .300 3302 ~IARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - .62 3470 ENCROA~ STATIONS= 4187.0 5200.0 TYPE- 1 TARGET= 1013.000 ELENCL- 470.00 ELENCR~ 470.00 ********** KH-PARCHE MODEL COORDINATION 24700 - 39440 ************ CROSS SECTION 24700 IS FROM THE KIMLEY-HORN MODEL. 24700.000 22.37 456.27 .00 .00 456.69 .42 .16 .08 451.00 36200.0 27161.2 9038.8 .0 5252.9 1689.0 .0 1237.1 175.5 470.00 .37 5.17 5.35 .00 .037 .035 .000 .000 433.90 4187.00 .000615 610. 350. 80. 2 0 0 .00 1013.00 5200.00 CCHV= .100 CEHV- .300 *SECNO 25530.000 3301 HV CHANGED MORE THAN HVINS 3302 ~%%RNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, k'RATIO - .62 3470 ENCROACHMENT STATIONS- 2494.0 2742.7 TYPE- I TARGET- 248.670 ELENCL= 470.00 ELENCR- 470.00 FROM KIMLEY-HORN MODEL. CHANNEL DISTANCE REVISED. 25530.000 21.74 456.14 .00 .00 457.68 1.54 .65 .33 455.33 36200.0 .6 36199.3 .0 1.0 3640.4 .0 1322.2 185.7 470.00 .39 .66 9.94 .00 .055 .035 .000 .000 434.40 2494.00 · 001581 700. 700. 560. 2 0 0 .00 248.67 2742.67 *SECNO 25770.000 3301 HVCHANGED MORE THAN HVINS 1 05OCT95 20:28:20 SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT HL OLOSS L-BANK ELEV VOL ~ R-BANK ELEV WTN ELMIN SSTA COFJ%R TOPWID ENDST PAGE PAGE 48 49 3470 ENCROACHMENT STATIONS- 2494.0 ELENCL= 470.00 ELENCR- 470.00 25770.000 22.45 457.05 .00 36200.0 1.3 36198.7 .0 .40 .63 7.85 .00 · 000862 240. 240. 240. 1490 NH CARD USED *SECNO 26830.000 2780.0 TYPE- 1 TARGET- .00 458.01 .96 2.1 4609.7 .0 .055 .035 .000 2 0 0 286.000 ,27 .06 455.33 1344.9 187.1 470.00 · 000 434.60 2494.00 · 00 286.00 2780.00 3301 HV C]{~NGED MOPE THAN HVINS 3302 W3%RNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE PJ%NGE, 3470 ENCROACHMENT STATIONS= 2619.6 5200.0 TYPE= ELENCL= 470.00 ELENCR= 470.00 FROM KIMLEY-HORN MODEL. 26830.000 22.05 458.35 .00 .00 458.44 36200.0 .0 13688.0 22512.0 .0 4780.6 .52 .00 2.86 2.02 .000 .032 .000179 1030. 1050. 960. 2 0 1490 NH CARD USED *SECNO 28080.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 3470 ENCROACHMENT STATIONS- 2417.0 5100.0 TYPE- ELENCL- 470.00 ELENCR= 470.00 FROM KIMLEY-HORN MODEL. 28080.000 23.27 458.47 .00 .00 458.83 36200.0 .0 25655.0 10545.0 .0 4611.4 .58 .00 5.56 2.18 .000 .031 .000756 850. 900. 1000. 2 0 1 050CT95 20: 28: 20 KRATIO - TARGET= 2.19 2580.420 · 09 .35 .09 457.35 11121.2 1580.7 207.8 452.00 · 055 .000 436.30 2619.58 0 .00 1519.18 4138.76 KRATIO - TARGET- .36 4826.4 .055 0 SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACM AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE ~LOBL XLCH XLOBR ITKIAL IDC ICONT 1490 NH CARD USED *SECNO 28870.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 3470 ENCROACHMENT STATIONS= 2319.0 5400.0 TYPE- ELENCL= 470.00 EDENCR= 470.00 FROM KIMLEY-HORN MODEL. 28870.000 22.77 459.07 .00 .00 36200.0 .0 17016.0 19184.0 .0 .66 .00 3.51 1.63 .000 .000299 610. 610. 900. 2 CCHV- .100 CEHV- 1490 NH CARD USED *SECNO 29610.000 .300 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 2055.0 ELENCL- 470.00 ELENCR= 470.00 FROM K/MLEY-HORN MODEL. K~ATIO - TARGET- 29610.000 21.83 459.23 36200.0 19.3 21441.3 .71 .93 4.76 .000416 650. 650. 1490 NH CARD USED *SECNO 30570.000 .49 2683.020 5100.0 TYPE= 3265 DIVIDED FLOW .31 .08 455.94 1860.7 243.5 458.40 · 000 435.20 2416.98 .00 1685.19 4102.17 HL OLOSS L-BANK ELEV VOL TWA R-BANK EDEV WTN ELMIN SSTA CORA/{ TOPWID ENDST 1.59 3081.000 459.18 .11 .33 .03 457.00 4842.8 11766.3 2098.4 283.1 459.30 .036 .055 .000 436.30 2319.00 0 0 .00 2456.63 4873.04 TARGET- .00 .00 459.48 .24 14739.4 20.7 4509.2 6232.9 2.36 .055 .033 .055 800. 2 0 0 3045.000 .25 .04 455.65 2333.6 314.4 458.70 .000 437.40 2055.00 .00 1108.75 3204.63 PAGE 50 1 05OCT95 20:28:20 PAGE 51 SECNO DEPTH CWSEL CR1-WS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT HL OLOSS L-BANK ELEV VOL TWA R-BANK ELEV WTN ELMIN SSTA CORAR TOPWID ENDST 3470 ENCROACHMENT STATIONS~ 3445.0 7100.0 TYPE~ 1 TARGET= ELENCL~ 470.00 ELENCR= 470.00 FROM k'IMLEY-HORN MODEL. 3655.000 30570.000 21.39 459.62 .00 .00 459.96 .34 .46 .03 457.43 36200.0 .1 24125.8 12074.1 .4 4471.1 4480.8 2537.2 340.8 460.00 .76 .21 5.40 2.69 .055 .029 .055 .000 438.23 3445.00 .000634 900. 900. 900. 2 0 0 .00 1440.25 5907.47 *SECNO 31230.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 3470 ENCROACMMENT STATIONS- 3387.0 7100.0 TYPE' 1 TARGET- ELENCL- 470.00 ELF, NCR= 470.00 FROM KIMLEY-HORN MODEL. .63 3713.000 31230.000 21.78 459.88 .00 .00 460.72 .84 .61 .15 459.79 36200.0 .0 31706.9 4493.1 .0 4050.2 1952.0 2649.6 363.0 460.80 .79 .01 7.83 2.30 .000 .035 .055 .000 438.10 3387.00 .001601 620. 620. 700. 2 0 0 .00 1428.93 4919.81 *SECNO 32150.000 3265 DIVIDED FLOW 3040.0 6180.0 TYPE- 1 TARGET- 3301 RV CHANGED MORE TN/tN MVINS 3470 ENCROACRMENT STATIONS- 1 05OCT95 20:28:20 SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE ~LOBL XLCH F~LOBR ITRIAL IDC ICONT 3140.000 HL OLOSS L-BANK ELEV VOL TWA R-BANKELEV WTN ELMIN SSTA COP, AR TOPWID ENDST ELENCL= 470.00 ELENCR- 470.00 32150.000 23.76 460.76 459.96 .00 462.87 2.11 1.77 .38 460.50 36200.0 400.2 29055.1 6744.7 253.4 2242.3 2481.7 2767.0 393.8 460.00 · 81 1.58 12.96 2.72 .055 .035 .055 .000 437.00 3040.00 · 002318 900. 920. 950. 4 8 0 .00 1420.56 4703.77 ~500 CCH'V- .300 CERV- 1490 N~ CARD USED *SECNO 32200.000 3265 DIVIDED FLOW 3301 HV CHANGED MORE THAN HVINS 3370 NORMAL BRIDGE, NRD- 9 MIN ELTRD- 463.60 MAX ELLC- ******** 7185 MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3470 ENCROACHMENT STATIONS- 3050.0 5734.0 TYPE= 1 TARGET- ELENCL~ 470.00 ELENCR= 470.00 32200.000 24.20 459.20 459.20 .00 465.03 5.82 36200.0 .0 33197.0 3003.0 .0 1659.8 303.5 .81 .00 20.00 9.89 .000 .015 .021 .002303 50. 50. 50. 4 16 0 *SECNO 32230.000 3265 DIVIDED FLOW 2684.000 .12 1.85 461.50 2771.0 394.7 461.50 .000 435.00 3397.39 .00 180.96 4403.75 PAGE 52 3301 HV CHANGED MORE THAN HVINS 3302 R~ARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.45 3370 NORMAL BF, IDGE, NRD~ 9 MIN ELTRD= 463.60 MAX ELLC= ******** 05OCT95 20:28:20 SECNO DEPTH CWSEL CRIWS WS~LH EG NV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCN XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3470 ENCROACHMENT STATIONS= 3050.0 6180.0 TYPE= 1 TARGET= 3130.000 ELENCL= 470.00 ELENCR= 470.00 32230.008 27.74 462.74 459.20 .00 465.90 3.16 .08 .80 461.50 36200.0 289.6 32126.1 3784.3 293.3 2149.8 534.0 2773.8 395.1 461.50 .81 .99 14.94 7.09 .055 .015 .022 .000 435.00 3050.00 .001096 50. 50. 50. 21 16 0 .00 485.27 4409.72 CCHV= .100 CEHV- .300 *SECNO 32250.000 3301 HV CHANGED MORE THAN HVINS 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 1.97 3470 ENCROACHMENT STATIONS= 3040.0 6180.0 TYPE= 1 TARGET- ELENCL= 470.00 ELENCR= 470.00 32250.000 29.09 466.09 .00 .00 466.21 .12 36200.0 3135.5 12162.4 20902.1 2127.4 2909.0 13454.3 .81 1.47 4.18 1.55 .055 .045 .055 .000282 1. 1. 1. 4 0 0 1490 NH CARD USED *SECNO 32305.000 32305.000 28.42 466.12 .00 .00 466.23 .11 36200.0 6018.0 10304.8 19877.1 4452.5 2659.1 9459.4 .82 1.35 3.88 2.10 .055 .045 .054 .000506 55. 55. 55. 0 0 0 1490 NH CARD USED *SECNO 32725.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 3140.000 .00 .30 460.50 2774.0 395.1 460.00 .000 437.00 3040.00 .00 2892.37 5932.37 .02 .00 465.00 2796.2 399.4 460.00 .000 437.70 124.12 .00 3852.65 3976.77 1.47 32725.000 28.13 466.33 .00 .00 466.39 .06 .15 .01 463.00 36200.0 11145.0 8698.2 16356.8 7425.1 2992.8 11009.0 2997.4 438.9 461.00 · 89 1.50 2.91 1.49 .058 .045 .055 .000 438.20 .00 · 000235 380. 420. 520. 2 0 0 .00 3908.58 3908.58 05OCT95 20:28:20 PAGE PAGE 53 54 THIS RUN EXECUTED 05OCT95 ************************************* HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ************************************* NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUI~4ARY OF ERRORS LIST DENTON CREEK - TEXAS SUS~%RY PRINTOUT SECNO CWSEL Q XLCH VCH TOPWID STCHL STCHR ELMIN SSTA 18440.000 449.70 12800.00 .00 5.71 1975.68 5480.00 5585.00 431.40 3750.00 18440.000 450.50 18200.00 ,00 4.96 2649.88 5480.00 5585.00 431.40 3750.00 ENDST 6519.25 6520.50 20:28:24 18440.000 452.11 20600.00 .00 2.78 18440.000 453.68 36200.00 .00 3.11 * 19230,000 450.04 12800.00 550.00 * 19230.000 450.80 18200.00 550.00 * 19230.000 452.22 20600.00 550.00 * 19230.000 453.82 36200.00 550.00 19330.000 450.06 12800.00 100.00 19330.000 450.82 18200.00 100.00 19330.000 452,24 20600,00 100.00 19330.000 453.85 36200.00 100.00 1.88 2.31 2.04 2.82 1.67 2.05 1.81 2.49 2803.63 3256.99 2135.97 2143.16 2322.36 2620.00 2691.50 2695.88 2762.79 2820.00 5480.00 5480.00 5551.80 5551.80 5551.80 5551.80 5551.80 5551.80 5551.80 5551.80 5585.00 5585.00 5900.00 5900.00 5900.00 5900.00 5965.00 5965.00 5965.00 5965.00 431.40 431.40 431,70 431.70 431.70 431.70 431.70 431.70 431.70 431.70 3750.00 3750.00 4000.00 4000.00 4000.00 4000.00 4000.00 4000.00 4000.00 4000.00 6553.63 7006.99 6620.00 6620.00 6620.00 6620.00 6820.00 6820.00 6820.00 6820.00 19930.000 450.07 12800.00 600.00 2.29 1002.86 5704.00 6190.00 432.00 5208.00 6780.00 19930.000 450.82 18200.00 600.00 3.00 1095.07 5704.00 6190.00 432.00 5208.00 6780.00 19930.000 452.23 20600.00 600.00 2.90 1369.85 5704.00 6190.00 432.00 5208.00 6780.00 19930.000 453.80 36200.00 600.00 4.29 1572.00 5704.00 6190.00 432.00 5208.00 6780.00 1413.00 1413.00 1413.00 1413.00 1077.78 1074.48 1068.79 1062.19 432.30 432.30 432.30 432.30 1040.00 1040.00 1040.00 1040.00 20980.000 450.13 12800.00 820.00 2.68 336.09 20980.000 450.92 18200.00 820.00 3.60 344.94 20980.000 452.29 20600.00 820.00 3.73 423.78 20980.000 453.87 36200.00 820.00 5.92 1362.87 1413.88 1419.43 1492.57 2425.06 20990.000 450.13 12800.00 10.00 2.67 336.20 1040.00 1413.00 432.30 1077.75 1413.94 20990.000 450.92 18200.00 10.00 3.60 344.96 1040.00 1413.00 432.30 1074.48 1419.44 20990.000 452.29 20600.00 10,00 3.73 420.38 1040.00 1413.00 432.30 1068.77 1489.14 20990.000 453.87 36200.00 10.00 5.94 477.64 1040.00 1413.00 432.30 1062.17 1539.81 21260.000 450.20 12800.00 380.00 2.41 394.55 1048.00 1522.00 432.50 1082.75 1518.74 21260.000 451.04 18200.00 380.00 3.22 404.89 1048.00 1522,00 432.50 1079.67 1519.46 21260.000 452.41 20600.00 380.00 3.31 421.91 1048.00 1522.00 432.50 1074.60 1520.64 21260.000 454.17 36200.00 380.00 5.19 508.39 1048.00 1522.00 432.50 1068.10 1586.86 20:28:20 05dCT 95 SECNO CWSEL Q XLCH VCH TOPWID STCHL STCHR ELMIN $STA ENDST 21635.000 450.20 12800.00 340.00 3.09 301.97 1061.00 1408.00 433.70 1098.44 21635.000 451,04 18200.00 340.00 4.14 307.01 1061.00 1408.00 433.70 1095,07 21635.000 452.41 20600.00 340,00 4.27 315.27 1061.00 1408.00 433.70 1089.55 21635.000 454.14 36200.00 340,80 6.73 334.23 1061.00 1408.00 433.70 1082.56 21645.000 450.21 12800.00 10.00 3.09 301.98 1061.00 1408.00 433.70 1098.44 21645.000 451.04 18200.00 10.00 4,14 307.02 1061.00 1408.00 433.70 1095.06 21645.000 452.41 20600,00 10,00 4.27 315.28 1061.00 1408.00 433.70 1089.54 21645.000 454.15 36200.00 10.00 6.73 334,52 1061,00 1408.00 433.70 1082.54 22370.000 450.35 12800.00 880.00 3.30 301.65 22370.000 451.29 18200.00 880.00 4.37 305.74 22370.000 452.65 20600,00 880.00 4.50 310.81 22370.000 454.73 36200,00 880.00 6.83 1461.58 23800.000 23800.000 23800.000 23800.000 450.59 12800.00 1430.00 451.68 18200.00 1430.00 453,04 20600.00 1430.00 455.93 36200.00 1430.00 2.61 2.80 2.52 3.54 5094.00 5094.00 5094.00 5094.00 6610.00 6610.00 6610.00 6610.00 5260.00 5260.00 5260.00 5260.00 5060.00 5060.00 5060.00 5060.00 2495.20 2495.20 2495.20 2495.20 2495.20 2495.20 2495.20 2495.20 2619.58 2619.58 2619.58 2619.58 2416.98 2416.98 2416.98 2416.98 363.63 475.80 671.95 1905.21 * 24400.000 450.88 12800.00 550.00 2.10 619.21 * 24400.000 452.16 18200.00 550.00 2.62 721.96 * 24400.000 453.48 20600.00 550.00 2.56 949.68 * 24400.000 456.30 36200.00 550.00 3.10 1628.57 * 24700.000 450.85 12800.00 350.00 2.88 345.67 * 24700.000 452,11 18200.00 350.00 3.75 461,03 * 24700.000 453.44 20600.00 350.00 3.86 523,30 * 24700.000 456.27 36200.00 350.00 5.35 1013.00 25530.000 451.03 12800.00 700.00 25530.000 452.33 18200.00 700.00 * 25530.000 453.58 20600.00 700.00 * 25530.000 456.14 36200.00 700.00 5460.00 5460.00 5460.00 5460.00 7000.00 7000.00 7000.00 7000.00 6940.00 6940.00 6940.00 6940.00 5200.00 5200.00 5200.00 5200.00 2742.67 2742.67 2742.67 2742.67 2780.00 2780.00 2780.00 2780.00 3100.00 3100.00 3100.00 3100.00 2941.00 2941.00 2941.00 2941.00 25770.000 451.31 12800.00 240.00 25770.000 452.77 18200.00 240.00 25770.000 454.02 20600.00 240.00 25770.000 457.05 36200.00 240.00 216.82 226.64 236.12 248.67 253.28 263.95 273.08 286.00 938.09 1149.90 1221.55 1519.18 432.50 432.50 432.50 432.50 433.30 433.30 433.30 433.30 431.50 431.50 431.50 431.50 433.90 433.90 433.90 433.90 434.40 434.40 434.40 434.40 434.60 434.60 434.60 434.60 436.30 436.30 436.30 436.30 435.20 435.20 435.20 435.20 241.73 778.97 957.47 1685.19 451.79 13300.00 1050.00 453.48 18900.00 1050.00 454.74 21300.00 1050.00 458.35 36200.00 1050.00 5.25 6.68 6.83 9.94 4.21 5.32 5.48 7.85 5094.59 5094.00 5094.00 5094.00 5471.35 5467.00 5467.00 5467.00 5313.33 5294.21 5276.58 5268.42 4196.78 4191.71 4187.00 4187.00 2512.41 2507.21 2502.20 2494.00 2511.37 2505.49 2500.45 2494.00 2641.83 2635.06 2630.02 2619.58 2433.62 2426.98 2421.83 2416.98 2.35 2.62 2.51 2.86 5.54 6.46 6.06 5.56 26830.000 26830.000 26830.000 26830.000 * 28080.000 451.78 13300.00 900.00 * 28080.000 453.44 18900.00 900.00 * 28080.000 454.73 21300.00 900.00 * 28080.000 458.47 36200.00 900.00 1400.41 1402.08 1404.82 1416.79 1400.41 1402.08 1404.82 1417.06 5396.24 5399.74 5404.81 6555.58 6744.47 6826.15 6928.23 7372.21 6810.18 6824.74 6864.45 6940.00 5190.33 5192.71 5195.20 5200.00 2729.23 2733.86 2738.32 2742.67 2764.65 2769.44 2773.53 2780.00 3973.83 3983.64 3990.95 4138.76 2929.25 3944.95 3985.24 4102.17 PAGE 55 1 05OCT95 20:28:20 PAGE 56 SECNO CWSEL Q XLCH VCH TOPWID STCHL STCHR ELMIN SSTA ENDST 28870.000 452.39 13300.00 610.00 5.22 1636.66 2319.00 2810.00 436.30 2337.45 4631.62 28870.000 454.37 18900.00 610.00 4.78 1832.56 2319.00 2810.00 436.30 2329.50 4711.85 28870.000 455.53 21300.00 610.00 4.12 2036.35 2319.00 2810.00 436.30 2324.85 4810.64 28870.000 459.07 36200.00 610.00 3.51 2456,63 2319.00 2810.00 436.30 2319.00 4873.04 29610.000 453.04 13300.00 650.00 4.14 910.05 2060.73 2470.00 437.40 2071.17 3161.27 29610.000 454.82 18900.00 650.00. 4.38 961.85 2060.73 2470.00 437.40 2064.04 3173.76 29610,000 455.84 21300,00 650.00 4.25 996.32 2060.73 2470.00 437.40 2055.00 3180.88 29610.000 459.23 36200.00 650.00 4.76 1108.75 2060.73 2470.00 437.40 2055.00 3204.63 30570.000 453.50 13300.00 900.00 4.86 683.79 30570.000 455.27 18900.00 900.00 5.16 769.90 30570.000 456.23 21300.00 900.00 5.03 817.75 30570.000 459.62 36200.00 900.00 5.40 1440.25 3445.18 3445.18 3445.18 3445.18 3387.03 3387.03 3387.03 3387.03 4020.00 4020.00 4020.00 4020.00 3837.00 3837.00 3837.00 3837.00 438.23 438.23 438.23 438.23 438.10 438.10 438.10 438.10 3460.92 3453.81 3449.92 3445.00 3410.70 3403.90 3400.30 3387.00 31230.000 453.87 13300.00 620.00 5.75 239.17 31230.000 455.57 18900,00 620.00 6.90 404.64 31230.000 456.47 21300.00 620.00 7.08 499.83 31230.000 459.88 36200.00 620.00 7.83 1428.93 4521.95 4543.28 4554.93 5907.47 3698.48 4411.53 4471.51 4919.81 32150.000 454.47 13300.00 920.00 8.81 144.43 3400.00 3525.00 437.00 3406.93 4384.86 32150.000 456,25 18900.00 920.00 10.93 233.10 3400.00 3525.00 437.00 3404.88 4393,75 32150.000 457.13 21300.00 920.00 11.50 257.38 3400.00 3525.00 437.00 3403.88 4398.14 32150.000 460.76 36200.00 920.00 12.96 1420.56 3400.00 3525.00 437.00 3040.00 4703.77 32200.000 454.04 13300.00 50.00 12.00 129.02 3390.50 3539.50 435.00 3412.86 4393.82 32200.000 455.69 18900.00 50,00 14.43 145.87 3390.50 3539.50 435.00 3407.89 4397.85 32200.000 456.56 21300.00 50.00 14.96 154.52 3390.50 3539.50 435.00 3405.30 4399.30 32200.000 459.20 36200.00 50.00 20.00 180.96 3390.50 3539.50 435.00 3397.39 4403.75 32230.000 454.16 13300.00 50.00 11.87 130.15 3390.50 3539.50 435.00 3412.53 4394.02 32230,000 455.99 18900,00 50.00 14.02 148.82 3390,50 3539.50 435.00 3407.01 4398.34 32230.000 456.91 21300.00 50.00 14.46 158.09 3390.50 3539.50 435,00 3404.24 4399.90 32230.000 462.74 36200.00 50.00 14.94 485.27 3390.50 3539.50 435.00 3050.00 4409.72 156.03 683.28 1123.78 2892.37 32250.000 455.98 9400.00 32250.000 458.61 13200,00 32250.000 459.80 14900.00 32250.000 466.09 36200.00 1.00 1.00 1.00 1.00 3400.00 3400.00 3400.00 3400.00 2110.00 2110.00 2110.00 2110.00 1940.00 1940.00 1940.00 1940.00 5.53 6.15 5.91 4.18 * 32305.000 455.39 9400.00 55.00 10.07 * 32305.000 458.39 13200.00 55.00 8.61 * 32305.000 459.62 14900.00 55.00 7.98 32305.000 466.12 36200.00 55.00 3.88 3525.00 3525.00 3525.00 3525.00 2325.00 2325.00 2325.00 2325.00 2150.00 2150.00 2150.00 2150.00 4.69 4.13 3.58 2.91 * 32725.000 457.61 9400.00 420.00 * 32725.000 459.92 13200.00 420.00 * 32725,000 460.93 14900.00 420.00 * 32725.000 466.33 36200.00 420.00 05OCT95 20:28:20 DENTON CREEK - TEXAS SUMMARY PR/NTOUT TABLE 100 185.64 300.60 361.79 3852.65 630.86 1362.40 1484.94 3908.58 SECNO EGLWC ELLC EGPRS ~LTRD QPR QWEIR CLASS H3 1 05OCT95 20: 28: 20 DENTON CREEK - TEXAS SL99~RY PRINTOUT TABLE 150 SECNO XLCH ELTRD ELLC ELMIN Q CWSEL CRIWS 18440.000 .00 .00 .00 18440.000 .00 .00 .00 18440.000 .00 .00 .00 18440.000 .00 .00 .00 12800.00 18200.00 20600,00 36200.00 12800.00 18200.00 20600.00 36200,00 12800.00 18200.00 20600.00 36200.00 431.40 431.40 431.40 431.40 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 431.70 431.70 431.70 431.70 431.70 431.70 431.70 431.70 437.00 437.00 437.00 437.00 437.70 437.70 437.70 437.70 438.20 438.20 438.20 438.20 3405.19 3402.17 3040.00 3040.00 2173.84 2164.83 2161.13 124.12 1578.16 1571.23 1568.22 .00 4392.41 4560.62 4640.28 5932.37 * 19230.000 550.00 .00 .00 * 19230.000 550.00 .00 .00 * 19230.000 550.00 .00 .00 * 19230.000 550.00 .00 .00 19330.000 100.00 .00 .00 19330.000 100.00 .00 .00 19330.000 100.00 .00 .00 19330.000 100.00 .00 .00 3331.02 3346.80 3356.24 3976.77 3698.91 3816.10 3838.92 3908.58 PAGE 57 DEPTH CWSEL VCH EG PAGE 58 EG 10*KS VCH AREA .01K 26.11 18.05 4.54 4.57 .67 .95 .66 1.10 449.70 450.50 452.11 453.68 450.04 450.80 452.22 453.82 450.06 450.82 452.24 453.85 449.95 450.70 452.19 453.79 450.08 450.85 452.27 453.90 450.09 450.86 452.27 453.91 .54 .76 .53 .87 5.71 3747.98 2504.89 4.96 5640.28 4283.64 2.78 10072.09 9669.64 3.11 14825.81 16935.73 1.88 10322.82 15600.73 2.31 11938.34 18667.84 2.04 15095.13 25390.83 2.82 19097.79 34506.66 1.67 11513.44 17380.43 2.05 13560.75 20831.07 1.81 17427.78 28397.90 2.49 21953.95 38704.39 19930.000 600.00 .00 .00 432.00 12800.00 450.07 .00 450.15 .98 2.29 6211.40 12954.21 * 19930.000 600.00 .00 .00 432.00 18200.00 450.82 .00 450.95 1.57 3.00 7000.97 14507.47 19930.000 19930.000 20980.000 20980.000 20980.000 20980.000 20990.000 20990.000 20990.000 20990.000 21260.000 21260.000 21260.000 21260.000 21635.000 21635.000 21635.000 21635.000 21645.000 21645.000 21645.000 21645.000 05OCT95 SECNO 22370.000 22370.000 22370.000 22370.000 23800.000 23800.000 23800.000 23800.000 24400.000 24400.000 24400.000 24400.000 24700.000 24700.000 24700.000 24700.000 25530.000 25530.000 25530.000 25530.000 25770.000 25770.000 25770.000 25770.000 26830.000 26830.000 26830.000 26830.000 28080.000 28080.000 28080.000 28080.000 28870.000 28870.000 28870.000 28870.000 29610.000 29610.000 29610.000 29610.000 05OCT95 SECNO 30570.000 30570.000 600.00 600.00 820.00 820.00 820.00 820.00 10.00 10.00 10.00 10.00 380.00 380.00 380.00 380.00 340.00 340.00 340.00 340.00 10.00 10.00 10.00 10.00 20:28:20 XLCH 880.00 880.00 880.00 880.00 1430.00 1430.00 1430.00 1430.00 550.00 550.00 550.00 550.00 350.00 350.00 350.00 350.00 700.00 700.00 700.00 700.00 240.00 240.00 240.00 240.00 1050.00 1050.00 1050.00 1050.00 900.00 900.00 900.00 900.00 610.00 610.00 610.00 610.00 650.00 650.00 650.00 650.00 20:28:20 XLCH 900.00 900.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ~.T.TRD .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 . O0 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ELTRD .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ELLC .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 432.00 432.00 432.30 432.30 432.30 432.30 432.30 432.30 432.30 432.30 432.50 432.50 432.50 432.50 433.70 433.70 433.70 433.70 433.70 433.70 433.70 433.70 20600.00 36200.00 12800.00 18200.00 20600.00 36200.00 12800.00 18200.00 20600.00 36200.00 12800.00 18200.00 20600.00 36200.00 12800.00 18200.00 20600.00 36200.00 12800.00 18200.00 20600.00 36200.00 452.23 453.80 450.13 450.92 452.29 453.87 450.13 450.92 452.29 453.87 450.20 451.04 452.41 454.17 450.20 451.04 452.41 454.14 450.21 451.04 452.41 454.15 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 452.35 454.05 450.24 451.12 452.51 454.41 450.25 451.12 452.51 454.42 450.29 451.20 452.58 454.59 450.35 451.30 452.69 454.84 450.35 451.31 452.69 454.85 1.33 2.60 1.17 2.00 1.95 4.43 1.17 2.00 1,95 4.45 1.06 1.81 1.78 4.00 1.65 2.80 2.73 6.14 1.65 2.80 2.73 6.13 2.90 8681.57 17840.22 4.29 11071.77 22443.60 2.68 4782.82 11840.07 3.60 5052.74 12877.04 3,73 5547.50 14762.56 5.92 6488.74 17191.01 2.67 4785.92 11851.91 3.60 5053.36 12879.44 3.73 5552.43 14770.81 5,94 6263.42 17153.45 2.41 5311.02 12445.76 3.22 5645.38 13536.61 3.31 6214.38 15444.37 5.19 6987.13 18101.19 3.09 4144.20 9963.21 4.14 4398.50 10877.40 4.27 4824.54 12458.30 6.73 5380.32 14614.22 3.09 4144.62 9964.68 4.14 4399.20 10879.96 4.27 4825.24 12460.95 6.73 5381.98 14620.95 PAGE 59 ELMIN Q CWSEL CRIWS EG 10*KS VCH AREA .01K 450.35 451.29 452.65 454.73 450.59 451.68 453.04 455.93 450.88 452.16 453.48 456.30 450.85 452.11 453.44 456.27 451.03 452.33 453.58 456.14 451.31 452.77 454.02 457.05 451.79 453.48 454.74 458.35 451.78 453.44 454.73 458.47 432.50 432.50 432.50 432.50 433.30 433.30 433.30 433.30 431.50 431.50 431.50 431.50 433.90 433.90 433.90 433.90 434.40 434.40 434.40 434.40 12800.00 18200.00 20600.00 36200.00 .00 .00 .00 .00 ,00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 . O0 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 CRIWS .00 .00 12800.00 18200.00 20600.00 36200.00 12800.00 18200.00 20600.00 36200.00 12800.00 18200.00 20600.00 36200.00 12800.00 18200.00 20600.00 36200.00 12800.00 18200.00 20600.00 36200.00 13300.00 18900.00 21300.00 36200.00 450.52 451.59 452.96 455.46 450.86 452.13 453.45 456.28 450.95 452.27 453.58 456.45 451.08 452.46 453.76 456.69 451.46 453.02 454.30 457.68 451.58 453.21 454.49 458.01 451.84 453.55 454.80, 458.44 452.25 454.06 455.24 458.83 452.80 454.65 455.72 459.18 453.26 455.05 456.05 459.48 EG 453.81 455.61 13300.00 18800.00 21300.00 36200.00 13300.00 18900.00 21300.00 36200.00 13300.00 18900.00 21300.00 36200.00 Q 13300.00 18900.00 434.60 434.60 434.60 434.60 436.30 436.30 436.30 436.30 2.06 3.36 3.21 7.62 3.75 5.96 5.26 6.16 1.14 1.73 1.64 2.39 3.39 4.82 4.32 6.15 6.26 9.25 8.95 15.81 3.66 5.29 5.19 8.62 1.59 1.90 1.66 1.79 8.47 10.40 9.03 7.56 9.32 7.09 4.99 2.99 4.86 4.80 4.21 4.16 10*KS 7.08 7.27 3.30 3877.05 8919.14 4.37 4161.81 9929.73 4.50 4581.19 11491.21 6.83 5545.49 13112.90 435.20 435.20 435.20 435.20 436.30 436.30 436.30 436.30 437.40 437.40 437.40 437.40 ELMIN 438.23 438.23 452.39 454.37 455.53 459.07 453.04 454.82 455.84 459.23 CWSEL 453.50 455.27 2.61 3249.12 6607.29 2.80 3706.37 7455.01 2.52 4477.70 8978.25 3.54 8278.89 14590.38 2.10 6109.14 11995.37 2.62 6943.32 13825.66 2.56 8031.44 16063.95 3.10 11671.53 23424.33 2.88 3376.67 6947.28 3.75 3913.94 8292.44 3.86 4567.57 9916.47 5.35 6941.84 14597.62 5,25 2436.80 5116.56 6.68 2724.93 5982.51 6.83 3014.81 6887.58 9.94 3641.40 9105.39 4.21 3042.08 6695.18 5.32 3420.34 7914.60 5.48 3756.70 9042.65 7.85 4611.81 12330.72 2.35 7781.79 10549.33 2.62 9580.98 13729.33 2.51 11088.96 16554.36 2.86 15901.86 27028.69 5.54 2402.08 4570.23 6.46 3478.54 5860.38 6.06 4585.60 7087.05 5.56 9437.81 13165.53 5.22 3033.39 4356.11 4.78 6458.35 7099.12 4.12 8703.51 9535.66 3.51 16609.08 20946.79 4.14 4558.87 6034.39 4.38 6229.20 8626.36 4.25 7222.85 10374.92 4.76 10762.75 17750.93 PAGE 60 VCH i~d{EA .O1K 4.86 3618.70 4999.95 5.16 4911.04 7011.84 30570.000 900.00 .00 .00 438.23 21300.00 456.23 .00 456.54 30570.000 900.00 .00 .00 438.23 36200.00 459.62 .00 459.96 31230.000 620.00 .00 .00 438.10 13300.00 453.87 .00 454.38 31230.000 620.00 .00 .00 438.10 18900.00 455.57 .00 456.31 31230.000 620.00 .00 .00 438.10 21300.00 456.47 .00 457.24 * 31230.000 620.00 .00 .00 438.10 36200.00 459.88 .00 460.72 32150.000 920.00 .00 .00 437.00 13300.00 454.47 .00 455.67 32150,000 920.00 .00 .00 437.00 18900.00 456.25 .00 458.08 32150.000 920.00 .00 .00 437.00 21300.00 457.13 .00 459.12 32150.000 920.00 .00 .00 437.00 36200.00 460.76 459,96 462.87 32200.000 50.00 463.60-999999.00 435,00 13300.00 454.04 .00 456.22 32200.000 50.00 463.60-999999.00 435.00 18900.00 455.69 .00 458.80 32200.000 50.00 463.60-999999.00 435.00 21300.00 456.56 .00 459.87 * 32200.000 50.00 463.60-999999.00 435.00 36200.00 459.20 459.20 465.03 32230.000 50.00 463.60-999999.00 435.00 13300.00 454.16 .00 456.28 32230.000 50.00 463.60-999999.00 435.00 18900.00 455.99 .00 458,92 32230.000 50.00 463.60-999999.00 435.00 21300.00 456,91 .00 460.00 32230.000 50.00 463.60-999999.00 435.00 36200.00 462.74 459.20 465.90 32250.000 1.00 .00 .00 437.00 9400.00 455.98 .00 456.45 32250.000 1.00 .00 .00 437.00 13200.00 458.61 .00 459.15 32250.000 1.00 .00 .00 437.00 14900.00 459.80 .00 460.27 32250.000 1.00 .00 .00 437.00 36200.00 466.09 .00 466.21 * 32305.000 55.00 .00 .00 437.70 9400.00 455.39 .00 456.85 * 32305.000 55.00 .00 .00 437.70 13200.00 458.39 .00 459.39 * 32305.000 55.00 .00 .00 437.70 14900.00 459.62 .00 460.46 32305.000 55.00 .00 .00 437.70 36200.00 466.12 .00 466.23 * 32725.000 420.00 .00 .00 438.20 9400.00 457.61 .00 457.86 * 32725.000 420.00 .00 .00 438.20 13200.00 459.92 .00 460.10 * 32725.000 420.00 .00 .00 438,20 14900.00 460.93 .00 461.05 * 32725.000 420.00 .00 .00 438.20 36200.00 466.33 .00 466.39 05OCT95 20:28:20 DENTON CREEK - TEXAS SU~WARY PRINTOUT TABLE 150 SECNO Q CWSEL DIFWSP DI~SX DIFKWS TOPWID XLCH 18440.000 12800.00 449.70 .00 .00 .00 1975.68 ,00 18440.000 18200.00 450.50 .80 .00 .00 2649.88 .00 18440.000 20600.00 452.11 1.61 .00 1.41 2803.63 .00 18440.000 36200.00 453.68 1.57 .00 1.88 3256.99 .00 * 19230.000 12800.00 450.04 .00 .34 .00 2135.97 550.00 * 19230.000 18200.00 450.80 .75 .30 .00 2143.16 550.00 * 19230.000 20600,00 452.22 1.43 .11 .00 2322.36 550.00 * 19230.000 36200.00 453.82 1.60 .15 .00 2620.00 550.00 19330.000 12800.00 450.06 .00 .02 .00 2691.50 100.00 19330.000 18200.00 450.82 .76 .02 .00 2695.88 100.00 19330.000 20600.00 452.24 1.42 .02 .00 2762.79 100.00 19330,000 36200.00 453.85 1,61 .03 .00 2820.00 100.00 19930.000 12800.00 450.07 .00 .01 .00 1002.86 600.00 * 19930.000 18200,00 450,82 .75 .00 .00 1095.07 600.00 * 19930.000 20600.00 452.23 1.41 -.01 .00 1369.85 600.00 * 19930.000 36200.00 453.80 1.58 -.05 .00 1572.00 600.00 20980.000 12800.00 450.13 .00 .07 .00 336.09 820.00 20980.000 18200.00 450.92 .78 .10 .00 344.94 820.00 20980.000 20600.00 452.29 1.37 .06 .00 423.78 820.00 20980.000 36200.00 453.87 1.58 .07 .00 1362.87 820.00 20990.000 12800.00 450.13 .00 .00 .00 336,20 10.00 20990.000 18200.00 450.92 .79 .00 .00 344.96 10.00 20990.000 20600.00 452.29 1.37 .00 .00 420.38 10.00 20990.000 36200.00 453.87 1.58 .00 .00 477.64 10.00 21260.000 12800.00 450.20 .00 .07 .00 394.55 380.00 21260.000 18200.00 451.04 .84 .12 .00 404.89 380.00 21260.000 20600.00 452.41 1.38 .12 .00 421.91 380.00 21260.000 36200.00 454.17 1.76 .30 .00 508.39 380.00 21635.000 12800.00 450.20 .00 .00 ,00 301.97 340.00 .00 .00 307.01 340.00 21635.000 18200.00 451.04 .84 21635.000 20600.00 452.41 1.37 .00 .00 315.27 340.00 21635.000 36200.00 454.14 1.73 -.03 .00 334.23 340.00 21645.000 .12800,00 450.21 .00 .00 .00 301.98 10.00 21645.000 18200.00 451.04 .84 .00 .00 307.02 10.00 21645.000 20600.00 452.41 1.37 .00 .00 315.28 10.00. 6.56 6.34 9.49 12.15 12.72 16,01 15,02 20.89 22.04 23.18 9.63 13.34 13.98 23.03 9.39 12,49 12.93 10.96 8.96 9.70 8.46 2.82 65.83 41.95 33.72 5.06 10.28 7.31 6.02 2.35 5.03 5680.49 8318.71 5.40 8952.21 14373.41 5.75 2313.32 4317.97 6.90 2788.47 5422.80 7.08 3192.64 5971.30 7.83 6002.23 9047.66 8.81 1555.11 3431.50 10.93 1842.27 4135.10 11.50 2057.33 4536.59 12.96 4977.40 7518.93 12.00 1163.60 4286.05 14.43 1391.44 5175.21 14.96 1520.92 5696.46 20.00 1963.27 7542.68 11.87 1177.86 4340.50 14.02 1434.78 5348.59 14.46 1576.55 5923.29 14.94 2977.14 10934.70 5.53 1781.89 3140.59 6.15 2651.64 4238.31 5.91 3778.25 5122.85 4.18 18490.71 21558.90 10.07 1030.18 1158.60 8.61 1765.73 2038.06 7.98 2169.85 2565.74 3.88 16571.08 16088.38 4.69 2905.35 2932.44 4.13 4875.85 4882.47 3.58 6325.32 6071.56 2.91 21426.89 23615.54 PAGE 61 21645.000 36200.00 454.15 1.74 .01 .00 334.52 10.00 05OCT95 SECNO 22370.000 22370.000 22370.000 22370.000 23800.000 23800.000 23800.000 23800.000 24400.000 24400.000 24400.000 24400.000 24700.000 24700.000 24700.000 24700.000 25530.000 25530.000 25530.000 25530.000 25770.000 25770.000 25770.000 25770.000 26830.000 26830.000 26830.000 26830.000 28080.000 28080.000 28080.000 28080.000 28870.000 28870.000 28870.000 28870.000 29610.000 29610.000 29610.000 29610.000 05OCT95 SECNO 30570.000 30570.000 30570.000 30570.000 31230.000 31230.000 31230.000 31230.000 32150.000 32150.000 32150.000 32150.000 32200.000 32200.000 32200.000 32200.000 32230.000 32230,000 32230.000 32230.000 32250.000 32250.000 32250.000 20:28:20 Q 12800.00 18200.00 20600.00 36200.00 12800.00 18200.00 20600.00 36200.00 12800.00 18200.00 20600,00 36200.00 12800.00 18200.00 20600.00 36200.00 12800.00 18200.00 20600.00 36200.00 12800.00 18200.00 20600.00 36200.00 13300.00 18900.00 21300.00 36200.00 13300.00 18900.00 21300.00 36200.00 13300.00 18900.00 21300.00 36200.00 13300.00 18900.00 21300.00 36200.00 20:28:20 13300.00 18900.00 21300.00 36200.00 13300.00 18900.00 21300.00 36200.00 13300.00 18900.00 21300.00 36200.00 13300.00 18900.00 21300.00 36200.00 13300.00 18900.00 21300.00 36200.00 9400.00 13200.00 14900.00 CWSEL 450.35 451.29 452.65 454.73 450.59 451.68 453.04 455.93 450.88 452.16 453.48 456.30 450.85 452.11 453.44 456.27 451.03 452.33 453.58 456.14 451.31 452.77 454.02 457.05 451.79 453.48 454.74 458.35 451.78 453.44 454.73 458.47 452.39 454.37 455.53 459.07 453.04 454.82 455.84 459.23 CWSEL 453.50 455.27 456.23 459,62 453.87 455.57 456.47 459.88 454.47 456.25 457.13 460.76 454.04 455.69 456.56 459.20 454.16 455.99 456.91 462.74 455.98 458.61 459.80 DI~-WSP .00 .94 1.36 2.08 .00 1.09 1.36 2.88 .00 1.28 1.32 2.81 .00 1.27 1.33 2.83 .00 1.30 1.25 2.56 .00 1.46 1.25 3.03 .00 1.69 1.26 3.61 .00 1.66 1.29 3.74 .00 1.98 1.17 3.54 .00 1.78 1.02 3.39 DI~SP .00 1.78 .96 3.39 .00 1.71 .90 3.41 .00 1.78 .88 3.63 .00 1.65 2.65 .00 1.84 .92 5.83 .00 2.63 1.19 DIFWSX .15 .25 .24 .59 .24 .39 .39 1.19 .29 .48 .44 .37 -.04 -.05 -.04 -.03 .18 .22 .14 -.13 .28 .44 .44 .91 .48 .71 .72 1.30 -.01 -.04 -.01 .11 .61 .93 .81 .60 .65 .46 .31 .16 DIFWSX .46 .40 .39 .37 .30 .24 .26 .60 .68 .65 .88 -.43 -.56 -.57 -1.55 .11 .30 .36 3.54 1.83 2.62 2.89 DIFKWS .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 ,00 .00 .00 .00 .00 .00 .00 .00 .00 DIFKWS .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 TOPWID 301.65 305.74 310.81 1461.58 363.63 475.80 671.95 1905.21 619.21 721.96 949.68 1628.57 345.67 461.03 523.30 1013.00 216.82 226.64 236.12 248.67 253.28 263.95 273.08 286.00 938.09 1149.90 1221.55 1519.18 241.73 778.97 957.47 1685.19 1636.66 1832.56 2036.35 2456.63 910.05 961.85 996.32 1108.75 TOPWID 683.79 769.90 817,75 1440.25 239.17 404.64 499.83 1428.93 144.43 233.10 257.38 1420.56 129.02 145.87 154.52 180.96 130.15 148.82 158.09 485.27 156.03 683.28 1123.78 XLCH 880.00 880.00 880.00 880.00 1430.00 1430.00 1430.00 1430.00 550.00 550.00 550.00 550.00 350.00 350.00 350.00 350.00 700.00 700.00 700.00 700.00 240.00 240.00 240.00 240.00 1050.00 1050.00 1050.00 1050.00 900.00 900.00 900.00 900.00 610.00 610.00 610.00 610.00 650.00 650.00 65O.00 650.00 XLCH 900.00 900.00 900.00 900.00 620.00 620.00 620.00 620.00 920.00 920.00 920.00 920.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 1.00 1.00 1.00 PAGE PAGE 62 63 * 32250.000 36200.00 466.09 * 32305.000 9400.00 455.39 * 32305.000 13200.00 458.39 * 32305.000 14900.00 459.62 32305.000 36200.00 466.12 * 32725.000 9400.00 457.61 * 32725.000 13200.00 459.92 * 32725.000 14900.00 460.93 * 32725,000 36200.00 466,33 05OCT95 20:28:20 6.29 3.35 .00 2892.37 1.00 .00 -.60 .00 185.64 55.00 3.00 -.22 .00 300.60 55.00 1.24 -.18 .00 361.79 55.00 6.49 .03 .00 3852.65 55.00 .00 2.23 .00 630.86 420.00 2.31 1.53 .00 1362.40 420.00 1.00 1.30 .00 1484.94 420,00 5.40 .21 .00 3908.58 420,00 PAGE 64 SUMMARY OF ERRORS AND SPECIAL NOTES ~IARNING SECNO- 19230.000 PROFILE= WARNING SECNO- 19230.000 PROFILE- ~IARNING SECNO- 19230.000 PROFILE- WARNING SECNO- 19230.000 PROFILE= WARNING SECNO- 19930.000 PgDFILE= $~ARNING SECNO- 19930.000 PgDFILE- SqARNING SECNO- 19930.000 PROFILE- R1ARNING SECNO= 24400.000 PROFILE- ~4A/~RING SECNO= 24400.000 PROFILE- $~ARNING SECNO,- 24400.000 PROFILE= WARNING SECNO'= 24400.000 PROFILE= WARNING SECNO= 24700.000 PROFILE= WARNING SECNO- 24700.000 PROFILE- WARNING SECNO= 24700.000 PROFILE- WARNING SECNO- 24700.000 PROFILE= WARNING SECNO= 25530.000 PROFILE- WARNING SECNO- 25530.000 PROFILE= ~L%RNING SECNO- 26830.000 PROFILE- WARNING SECNO- 26830.000 PROFILE- WARNING SECNO- 26830.000 PROFILE- WARNING SECNO- 26830.000 PROFILE- ~%~RNING SECNO= 28080.000 PROFILE- WARNING SECNO- 28080.000 PROFILE= WARNING SECNO- 28080.000 PROFILE- ~%RNING SECNO= 28080.000 PROFILE= ~5%RNING SECNO- 28870.000 PROFILE= ~4ARNING SECNO= 31230.000 PRDFILE- CAUTION SECNO= 32200.000 PROFILE= CAUTION SECNO- 32200.000 PROFILE= CAUTION SECNO= 32230.000 PROFILE~ WARNING SECNO- 32230.000 PROFILE= WARNING SECNO~ 32250.000 PROFILE- WARNING SECNO- 32305.000 PROFILE~ ~ARNING SECNO'~ 32305.000 PROFILE- WARNING SECNO- 32305.000 P~DFILE= ~.RNING SECNO- 32725.000 PROFILE= WARNING SECNO- 32725.000 PROFILE- ~%~RNING SECNO- 32725.000 PROFILE- I 05OCT95 20:28:20 1 CONVEYANCE CHANGE 2 CONVEYANCE CHANGE 3 CONVEYANCE CHANGE 4 CONVEYANCE CHANGE 2 CONVEYANCE CHANGE 3 CONVEYANCE CHANGE 4 CONVEYANCE CHANGE 1 CONVEYANCE CHANGE 2 CONVEYANCE CHANGE 3 CONVEYANCE CHANGE 4 CONVEYANCE CHANGE 1 CONVEYANCE CHANGE 2 CONVEYANCE CHANGE 3 CONVEYANCE CHANGE 4 CONVEYANCE CHANGE 3 CONVEYANCE CHANGE 4 CONVEYANCE CHANGE 1 CONVEYANCE CHANGE 2 CONVEYANCE CHANGE 3 CONVEYANCE CMANGE 4 CONVEYANCE CHANGE 1 CONVEYANCE CHANGE 2 CONVEYANCE CMANGE 3 CONVEYANCE CHANGE 4 CONVEYANCE CHANGE 4 CONVEYANCE CHANGE 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE OUTSIDE ACCEPTABLE RANGE OUTSIDE ACCEPTABLE RANGE OUTSIDE ACCEPTABLE RANGE OUTSIDE ACCEPTABLE RANGE OUTSIDE ACCEPTABLE RANGE OUTSIDE ACCEPTABLE RANGE OUTSIDE ACCEPTABLE RANGE OUTSIDE ACCEPTABLE RANGE OUTSIDE ACCEPTABLE RANGE OUTSIDE ACCEPTABLE RANGE OUTSIDE ACCEPTABLE RANGE OUTSIDE ACCEPTABLE RANGE OUTSIDE ACCEPTABLE RANGE OUTSIDE ACCEPTABLE RANGE OUTSIDE ACCEPTABLE RANGE OUTSIDE ACCEPTABLE RANGE OUTSIDE ACCEPTABLE RANGE OUTSIDE ACCEPTABLE RANGE OUTSIDE ACCEPTABLE RANGE OUTSIDE ACCEPTABLE RANGE OUTSIDE ACCEPTABLE RANGE OUTSIDE ACCEPTABLE RANGE OUTSIDE ACCEPTABLE RANGE OUTSIDE ACCEPTABLE RANGE OUTSIDE ACCEPTABLE RANGE OUTSIDE ACCEPTABLE RANGE CRITICAL DEPTH ASSUMED MINIMUM SPECIFIC ENERGY 20 TRIALS ATTEMPTED TO BALANCE WSEL CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PAGE 65 ~]ARNING SECNO- 32725.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE * HEC-2 WATER SURFACE PROFILES * * Version 4.6.2; May 1991 * * RUN DATE 09OCT95 TIME 08:20:17 * * U.S. ARMY CORPS OF ENGINEERS * HYDROLOGIC ENGINEERING CENTER * 609 SECOND STREET, SUITE D * DAVIS, CALIFORNIA 95616-4687 * {916) 756-1104 *************************************** 09OCT95 08:20:17 X X YJD( XXXX XXXXX X X X X X X X X X XXXXYC,{X XXXX X X X X X X X X X X X X XXXXXXX XXXXX XXXXX XXXXX X X X XXXXX X X XY. XXXXX PAGE 1 ************************************* HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ************************************* T1 DENTON CREEK - EXISTING (Modified K-H F.I.S. encroachment model) T2 DENTON CREEK - 100 YR DISCHARGE PROFILE T3 DENTON CREEK, TEXAS "DENPCF. DAT" PROP. COND. FLOODWAY MODEL J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q 0 4 0 0 0 0 0 0 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW 1 0 -I 'J3 VARIABLE CODES FOR St~9~ARY PRINTOUT 38 1 50 53 54 21 22 110 200 THIS RUN EXECUTED 09OCT95 WSEL FQ 452.11 CHNIM ITRACE 4 43 42 NC .035 .055 .045 .1 .3 QT 8 20600 20600 20600 20600 20600 20600 20600 20600 ET 3750 7650 2.1 7.1 3750 5585 X1 18440 33 5480 5585 10000 4500 5880 GR 460 1000 448 1300 448 1800 447 2250 445 GR 440 2330 440 2500 445 2600 448 2750 448 GR 450 5350 451 5460 449 5480 446 5515 440 GR 434 5535 431.4 5545 431.4 5555 447 5560 451 GR 450 5700 450 5850 448 5920 448 6125 450 GR 450 6500 448 6508 448 6515 450 6520 452 GR 454 7100 460 7440 476 7650 08:20:17 2300 5250 5525 5585 6130 6522 NC .035 .055 .035 .1 .3 ET 4000 6620 2.1 7.1 4000 · 5900 X1 19230 59 5551.8 5900 550 550 550 GR 454 1000 450 1050 448 1070 447.6 1750 447 2210 GR 446 2410 445 2450 443 2600 443 2670 445 2680 GR 445 2710 445 2860 444 2900 443 2920 445 2960 GR 446 2970 446 3020 445 3040 443 3070 447 3100 GR 446.7 3250 447 3350 447 3500 446 3550 444 3600 GR 447 3650 446 3710 446 3850 447 3940 447 4050 GR 446 4080 446 4160 446 4450 445 4550 446 4700 GR 447 4740 447 4800 447.3 5010 448 5040 448.0 5280 GR 448.0 5490 448.0 5551.8 431.7 5627 431.7 5767 447 5812 GR 447.0 5820 440 5830 431.7 5845 440 5855 452 5900 GR 453.5 6100 451.5 6300 451.2 6370 446 6400 446 6625 GR 450 6630 450 6830 451 6840 456 6880 t 09OOT95 08:20:17 PAGE NC .035 .055 .035 .1 .3 ET 4000 6820 2.1 7.1 4000 5965 X1 19330 65 5551.8 5965 100 350 100 X4 1 450 6440 GR 454 1000 450 1050 448 1070 447.6 1750 447 GR 446 2410 445 2450 443 2600 443 2670 445 GR 445 2710 445 2860 444 2900 443 2920 445 2210 2680 2960 GR GR GR GR GR GR GR GR GR GR NH NH ET X1 GR GR GR GR GR GR GR GR GR GR GR NC ET X1 GR GR GR GR ET Xl GR GR GR GR GR 1 446 446.7 447 446 447 448.0 448.0 453 450 452 5 7350 19930 454.3 448 449 447 445 447 448.5 432 437 452 454 .055 20980 452 432.3 452 452 20990 452 432.3 452 454.6 456 09OCT95 2970 3250 3650 4080 4740 5490 5860 5965 6800 6942 .045 5208 53 1000 1220 1530 2540 3370 4090 5130 5770 6110 6440 7100 .055 1040 20 1000 1312 1432 2405 1040 23 1000 1312 1432 1557 2460 08:20:17 446 447 446 446 447 448.0 445 453 45O 454 5704 6780 5704 450 448 447.2 447 446 448 448.5 432 432 452 456 .035 1580 1040 458 435 452.7 454 1580 1040 458 435 452.1 455.5 458 3020 3350 3710 4160 4800 5551.8 5870 5975 6840 6980 .035 2.1 6190 1040 1320 1900 3070 3380 4150 5400 5930 6130 6520 7250 .1 2.1 1413 1035 1365 1580 2440 2.1 1413 1035 1365 1457 2000 2480 445 447 446 446 447.3 431.7 440 451.2 449 455 5996 600 448 449 447 446.3 447 448.5 448.5 448.5 437 450 458 .3 870 458.1 440 452 456 10 458.1 44O 448.1 455.8 460 3040 3500 3850 4450 5010 5617 5880 6080 6845 7915 .045 7.1 420 1160 1330 2170 3240 3460 4300 5600 5996 6150 6760 7350 2.1 25O 1040 1385 1711 2460 2.1 10 1040 1385 1473 2255 2525 443 446 447 445 448 431.7 431.7 446 450 455 6070 5208 600 449 45O 446.2 446 447.5 448.5 448.5 448.5 453 450 820 458 450 451.5 458 1040 10 458 450 448.1 455 3070 3550 3940 4550 5040 5777 5897 6090 6850 8215 .035 6190 1190 1460 2280 3350 3750 4660 570O 6050 6190 6900 1045 1413 2000 2480 1580 1045 1413 1483 2405 447 444 447 446 448.0 448 440 446 45O 460 6190 449 45O 446,4 445 447 448.5 448.5 448.5 453 452 432.3 451 450.8 460 432.3 451 454.1 455 3100 3600 4050 4700 5280 5842.2 5915 6430 6892 8250 .055 1210 1520 2420 3360 4070 4960 5704 6070 6220 6950 1152 1420 2255 2525 1152 1420 1547 2440 PAGE ET X1 21260 GR 452 GR 432.5 GR 433 GR 453.6 GR 455.9 GR 460 ET X1 21635 GR 452 GR 433.7 GR 451.5 GR 454.9 GR 456 ET Xl OR GR GR GR NH NH ET Xl GR GR GR GR OR GR 1 21645 452 433.7 452.0 456 5 6780 22370 460 450 450.5 432.5 454.5 457 09OCT95 1048 26 1000 1314 1480 1552 2335 2600 1061 23 1000 1340 1573 1630 2422 1061 18 1000 1340 1800 2422 .05 5094 28 1000 2950 4970 5320 5460 6610 08:20:17 1522 1048 458 450 435 448.85 456 1408 1061 458 435 454.6 454.90 458 1408 1061 458 435 452.0 458.0 1300 6780 5094 449 450 450.5 435 454 459.5 2.1 1522 1042 1382 1500 1571 2430 7.1 1408 1055 1370 1584 1640 2530 7.1 1408 1055 1370 1800 2530 .06 2.1 5460 1300 3670 5094 5345 5870 6630 380 458.4 455.5 440 448.85 456 340 458.6 454 454.7 455.8 460 10 458.6 454 451.8 460 5094 880 449 449 434.04 445 452.5 466 2.1 390 1048 1403 1510 1581 2445 2.1 400 1061 1408 1594 2100 2570 2.1 10 1061 1408 2100 2570 .035 7.1 480 1750 4010 5160 5360 6310 6780 380 458 450 454 455.6 456 1061 340 458 454.8 454.8 455.0 1061 10 458 455.8 452.0 5460 5094 880 448 448 434.04 446 452 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS Q QLOB QCH QROB ALOB ACH AROB VOL T~A TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT COP4%R TOPWID *PROF I 1054 1425 1522 1635 2495 1528 1067 1458 1596 2290 1528 1067 1520 2290 .O55 5460 1950 4070 5220 5380 6480 432.5 433 454 455.6 458 433.7 451.5 454.9 455.0 433.7 454 454 6610 448 449.5 434.04 452.7 453.5 L-BANK ELEV R-BANK ELEV SSTA ENDST 1148 1455 1533 1700 2563 1165 1471 1600 2355 1165 1600 2355 .O5 2550 4370 5280 5405 6550 PAGE CCHV= .100 CEHV= .300 *SECNO 18440.000 3470 ENCROACHMENT STATIONS= 3750.0 7650.0 TYPE= 1 TARGET= 18440.000 20.71 452.11 .00 .00 452.19 .08 20600.0 15160.6 2633.5 2805.9 6695.3 947.0 2431.3 .00 2.26 2.78 1.15 .035 .045 .055 .000454 10000. 5880. 4500. 0 0 0 CCHV= .100 CEHV= .300 *SECNO 19230.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO - 3470 ENCROACHMENT STATIONS= 4000.0 6620.0 TYPE= I TARGET= 19230.000 20.52 452.22 .00 .00 452.27 .04 20600.0 8928.8 10603.1 1068.1 8325.1 5202.0 1569.1 .10 1.07 2.04 .68 .035 .035 .055 .000066 550. 550. 550. 2 0 0 CCHV- .100 CEHV= .300 *SECNO 19330.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 4000.0 6820.0 TYPE= 1 TARGET= 19330.000 20.54 452.24 .00 .00 452.27 .03 20600.0 8022.9 10842.2 1734.9 8350.5 5994.6 3084.1 .12 .96 1.81 .56 .035 .035 .055 .000053 100. 100. 350. 2 0 0 1 09OCT95 08: 20:17 SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VI~DB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 1490 NH CARD USED *SECNO 19930.000 3265 DIVIDED FLOW 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 3470 ENCROACHMENT STATIONS= 5208.0 6780.0 TYPE= 1 TARGET= 19930.000 20.23 452.23 .00 .00 452.35 .12 20600.0 1685.9 18784.3 129.9 1848.5 6471.0 362.8 .18 .91 2.90 .36 .045 .033 .055 .000133 600. 600. 420. 2 0 0 CCHV= .100 CEHV= .300 *SECNO 20980.000 3470 ENC9DACHMENT STATIONS= 1040.0 1580.0 TYPE= 1 TARGET= 20980.000 19.99 452.29 .00 .00 452.51 .22 20600.0 .0 20589.2 10.8 .0 5517.0 30.7 .24 .00 3.73 .35 .000 .035 .055 .000195 870. 820. 250. 0 0 0 *SECNO 20990.000 3470 ENCROACHMENT STATIONS= 1040.0 1580.0 TYPE= 1 TARGET= 20990.000 20.00 452.30 .00 .00 452.51 .21 20600.0 .0 20469.3 130.7 .0 5518.9 198.9 .24 .00 3.71 .66 .000 .035 .055 · 000192 10. 10. 10. 0 0 0 *SECNO 21260.000 3265 DIVIDED FLOW 3900.000 .00 .00 449.00 .0 .0 451.00 .000 431.40 3750.00 .00 2803.79 6553.79 2.63 2620.000 .08 .00 448.00 158.9 32.4 452.00 .000 431.70 4000.00 .00 2322.46 6620.00 2820.000 .01 .00 448.00 209.6 41.7 453.00 .000 431.70 4000.00 .00 2762.82 6820.00 HL OLOSS L-BANK ELEV VOL TWA R-BANKELEV WTN ELMIN SSTA CORAR TOPWID ENDST .63 1572.000 .05 .03 448.50 382.3 67.7 453.00 .000 432.00 5208.00 .00 1369.96 6780.00 540.000 .13 .03 458.10 514.7 81.8 450.00 .000 432.30 1068.79 .00 423.88 1492.66 540.080 .00 .00 458.10 516.0 81.9 450.00 .000 432.30 1068.76 .00 458.96 1527.72 PAGE 3470 ENCROACHMENT STATIONS= I048.0 1522.0 TYPE= 1 TARGET= 474.000 21260.000 19.91 452.41 .00 .00 452.58 .17 .07 .00 458.40 20600.0 .0 20600.0 .0 .0 6214.4 .0 568.1 85.8 100000.00 · 28 .00 3.31 .00 .000 .035 .000 .000 432.50 1074.60 .000178 380. 380. 390. 2 0 0 .00 421.91 1520.64 09OCT95 08:20:17 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL ~ R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 21635.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS- 1061.0 1528.0 TYPE= 1 TARGET- 467.000 21635.000 18.71 452.41 .00 .00 452.69 .28 .07 .03 458.60 20600.0 .0 20578.1 21.9 .0 4824.7 53.4 611.4 88.9 454.00 .30 .00 4.27 .41 .000 .035 .055 .000 433.70 1089.55 .000273 340. 340. 400. 2 0 0 .00 375.85 1528.00 *SECNO 21645.000 3470 ENCROACHMENT STATIONS- 1061.0 1528.0 TYPE- 1 TARGET-= 467.000 21645.000 18.71 452.41 .00 .00 452.69 .28 .00 .00 458.60 20600.0 .0 20600.0 .0 .0 4825.4 .0 612.5 89.0 454.00 .30 .00 4.27 .00 .000 .035 .000 .000 433.70 1089.54 .000273 10. 10. 10. 0 0 0 .00 315.28 1404.82 1490 NH CARD USED *SECNO 22370.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 5094.0 6780.0 TYPE- 1 TARGET- 1686.000 22370.000 20.15 452.65 .00 .00 452.96 .31 .26 .01 450.50 20600.0 .0 20579.6 20.4 .0 4581.3 81.2 708.0 96.7 454.50 · 35 .00 4.49 .25 .000 .035 .055 .000 432.50 5094.00 .000321 880. 880. 480. 2 0 0 .00 555.20 6510.34 1 09OCT95 08: 20: 17 T1 DENTON CREEK - ENCROACHMENT T2 DENTON CREEK - 100 YR DISCHARGE PROFILE T3 DENTON CREEK, TEXAS FILE: 92063ENC.DAT J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL 0 6 0 0 0 0 0 0 453.12 J2 NPROF IPLOT PKFVS XSECV XSECH FN ALLDC IBW CHNIM 15 0 -1 ITRACE PAGE PAGE 1 090CT 95 08: 20:17 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK F. LEV Q QLOB QCH QROB ALOB ACH AROB VOL T~A R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *PROF 2 0 CCHV- .100 CEHV= .300 *SECNO 18440.000 3470 ENCROACHMENT STATIONS- 3750.0 18440.000 21.72 453.12 .00 20600.0 18066.9 2533.1 .0 .00 2.14 2.41 .00 .000302 10000. 5880. 4500. 5585.0 TYPE= 1 TAKGET- 1835.000 452.11 453.19 .07 .00 .00 449.00 8442.6 1053.1 .0 .0 .0 100000.00 .035 .045 .000 .000 431.40 3750.00 0 0 0 .00 1835.00 5585.00 PAGE CCHV= .100 CEHV= .300 *SECNO 19230.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 3470 ENCROACHMENT STATIONS= 4000.0 5900.0 TYPE= 1 TARGET= 19230.000 21.52 453.22 .00 452.22 453.25 .04 20600.0 10303.6 10296.4 .0 9866.1 5547.7 .0 .11 1.04 1.86 .00 .035 .035 .000 .000050 550. 550. 550. 2 0 0 CCHV= .100 CEHV= .300 *SECNO 19330.000 3470 ENCROACHMENT STATIONS= 4000.0 5965.0 TYPE= 1 TARGET- 19330.000 21.53 453.23 .00 452.24 453.26 .03 20600.0 9629.6 10970.4 .0 9880.1 6400.8 .0 .13 .97 1.71 .00 .035 .035 .000 .000044 100. 100. 350. 2 0 0 1~90 NH CARD USED *SECNO 19930.000 1530 MANNINGS N VALUES FOR CHANNEL COMPOSITED 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, 1 09OCT95 08:20:17 KRATIO = SECNO DEPTH CWSEL CR1-WS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT 2.45 1900.000 .06 .00 448.00 157.3 23.6 100000.00 .000 431.70 4000.00 .00 1900.00 5900.00 1965.000 .00 .00 448.00 193.6 28.0 100000.00 .000 431.70 4000.00 .00 1965.00 5965.00 .60 }fL OLOSS L-BANK ELEV VOL T~A R-BANK ELEV WTN ELMIN SSTA COHAR TOPWID ENDST PAGE 3470 ENCBDACHMENT STATIONS= 5208.0 6190.0 TYPE= 1 TARGET- 19930.000 21.22 453.22 .00 452.23 453.32 .10 20600.0 2398.1 18201.9 .0 2342.5 6954.3 .0 .19 1.02 2.62 .00 .045 .037 .000 .000123 600. 600. 420. 2 0 0 CCHV= .100 CEHV= .300 *SECNO 20980.000 3470 ENCROACHMENT STATIONS= 1040.0 1580.0 TYPE- I TARGET~ 20980.000 20.97 453.27 .00 452.29 453.46 .19 20600.0 .0 20531.7 68.3 .0 5859.8 177.9 .26 .00 3.50 .38 .000 .035 .055 .000161 870. 820. 250. 0 0 0 *SECNO 20990.000 3470 ENCROACHMENT STATIONS= 1040.0 1580.0 TYPE- 1 TARGET= 20990.000 20.98 453.28 .00 452.30 453.46 .19 20600.0 .0 20384.0 216.0 .0 5858.6 316.5 .26 .00 3.48 .68 .000 .035 .055 .000159 10. 10. 10. 0 0 0 *SECNO 21260.000 3265 DIVIDED FLOW 3470 ENCROACHMENT STATIONS= 1048.0 1522.0 TYPE= 1 TARGET- 21260.000 20.88 453.38 .00 452.41 453.53 .15 20600.0 .0 20600.0 .0 .0 6626.4 .0 .29 .00 3.11 .00 .000 .035 .000 .000149 380. 380. 390. 2 0 0 *SECNO 21635.000 3470 ENCROACHMENT STATIONS= 1061.0 1408.0 TYPE= 1 TARGET= 21635.000 19.67 453.37 .00 452.41 453.62 .25 20600.0 .0 20600.0 .0 .0 5129.8 .0 .32 .00 4.02 .00 .000 .035 .000 .000229 340. 340. 400. 2 0 0 1 09OCT95 08: 20:17 982.000 .04 .02 448.50 369.8 48.3 100000.00 .000 432.00 5208.00 .00 982.00 6190.00 540.000 .12 .03 458.10 514.3 61.6 450.00 .000 432.30 1064.67 .00 515.33 1580.00 540.000 .00 .00 458.10 515.7 61.7 450.00 .000 432.30 1064.68 .00 473.50 1538.18 474.000 .06 .00 458.40 571.6 65.7 100000.00 .000 432.50 1071.05 .00 433.81 1521.46 347.000 .06 .03 458.60 617.5 68.6 100000.00 .000 433.70 1085.68 .00 321.05 1406.73 PAGE 10 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS L-BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 21645.000 3470 ENCRDACHMENT STATIONS= 1061,0 21645.000 19.67 453.37 .00 20600.0 .0 20600.0 .0 .32 .00 4.02 ,00 .000228 10. 10. 10, 1490 NH CARD USED *SECNO 22370.000 3470 ENCROACHMENT STATIONS- 5094.0 22370.000 21.08 453.58 .00 20600.0 .0 20600.0 .0 · 38 .00 4.22 .00 · 000291 880. 880. 480. 1 09OCT95 08: 20: 17 1408.0 TYPE= 1 TARGET~ 452.41 453.62 .25 .0 5130.4 .0 .000 .035 .000 0 0 0 5460.0 TYPE- 1 TARGET- 452.65 453.85 .28 .0 4881.6 .0 .000 .035 .000 2 0 0 347.000 .00 .00 458.60 618.6 68.7 100000.00 .000 433.70 1085.67 .00 321.06 1406.74 366.000 .23 .01 450.50 719.8 75.4 100000.00 .000 432.50 5094.00 .00 337.82 5431.82 PAGE 11 THIS RUN EXECUTED 09OCT95 ************************************* HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ************************************* NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SU~4ARY OF ERRORS LIST DENTON CREEK, TEXAS SL94~{ARY PRINTOUT SECNO CWSEL DIFWSP SSTA ENDST STCHL STCHR TOPWID Q ELMIN 18440.000 452.11 .00 3750.00 6553.79 5480.00 5585.00 2803.79 20600.00 431.40 18440.000 453.12 1.01 3750.00 5585.00 5480.00 5585.00 1835.00 20600.00 431.40 19230.000 452.22 .00 4000.00 6620.00 5551.80 5900.00 2322.46 20600.00 431.70 19230.000 453.22 .99 4000.00 5900.00 5551.80 5900.00 1900.00 20600.00 431.70 19330.000 452.24 .00 4000.00 6820.00 5551.80 5965.00 2762.82 20600.00 431.70 19330.000 453.23 .99 4000.00 5965.00 5551.80 5965.00 1965.00 20600.00 431.70 19930.000 452.23 .00 5208.00 6780.00 5704.00 6190.00 1369.96 20600.00 432.00 19930.000 453.22 1.00 5208.00 6190.00 5704.00 6190.00 982.00 20600.00 432.00 20980.000 452.29 .00 1068.79 1492.66 1040.00 1413.00 423.88 20600.00 432.30 20980.000 453.27 .98 1064.67 1580.00 1040.00 1413.00 515.33 20600.00 432.30 20990.000 452.30 .00 1068.76 1527.72 1040.00 1413,00 458.96 20600.00 432.30 20990.000 453.28 .98 1064.68 1538.18 1040.00 1413.00 473.50 20600.00 432.30 21260.000 452,41 .00 1074.60 1520,64 1048.00 1522.00 421.91 20600.00 432.50 21260.000 453.38 .96 1071.05 1521.46 1048.00 1522.00 433.81 20600.00 432.50 21635.000 452.41 .00 1089.55 1528.00 1061.00 1408.00 375.85 20600.00 433.70 21635.000 453.37 .96 1085.68 1406.73 1061.00 1408.00 321.05 20600.00 433.70 21645.000 452.41 .00 1089.54 1404.82 1061.00 1408.00 315.28 20600.00 433.70 21645.000 453,37 .96 1085.67 1406,74 1061.00 1408.00 321.06 20600.00 433.70 22370.000 452.65 .00 5094.00 6510.34 5094.00 5460.00 555.20 20600.00 432.50 22370.000 453.58 ,93 5094.00 5431.82 5094.00 5460.00 337,82 20600.00 432.50 09OCT95 08:20:17 DENTON CREEK, TEXAS SUMMARY PRINTOUT TABLE 110 08:20:18 PAGE 12 SECNO CWSEL DIFKWS ES TOPWID QLOB QCH QROB PERENC STENCL STCML STCHR STENCR 18440.000 452.11 .00 452.19 2803.79 15160.62 2633.46 2805,92 3900.00 3750.00 5480.00 5585.00 7650.00 18440.000 453.12 1.01 453.19 1835.00 18066.85 2533.15 .00 1835.00 3750.00 5480.00 5585.00 5585.00 * 19230.000 452,22 .00 * 19230.000 453.22 .99 19330.000 452.24 .00 19330.000 453.23 .99 * 19930.000 452.23 .00 * 19930,000 453.22 1.00 20980.000 452.29 .00 20980.000 453.27 .98 20990.000 452.30 .00 20990.000 453.28 .98 21260.000 452.41 .00 21260.000 453.38 .96 21635.000 452.41 .00 21635.000 453.37 .96 21645.000 452.41 .00 21645.000 453.37 .96 22370.000 452.65 .00 22370.000 453.58 .93 09OCT95 08:20:17 452.27 2322.46 8928.80 10603.07 1068.13 2620.00 453.25 1900.00 10303.56 10296.44 .00 1900.00 452.27 2762.82 8022.92 10842.18 1734.90 2820.00 453,26 1965,00 9629.57 10970.43 .00 1965.00 452.35 1369.96 1685.87 18784.27 129.86 1572,00 453.32 982.00 2398.13 18201.87 ,00 982.00 452.51 423.88 .00 20589.18 10.82 540.00 453.46 515.33 .00 20531.67 68.33 540.00 452.51 458.96 .00 20469.27 130.73 540.00 453.46 473.50 .00 20383,99 216.01 540.00 452.58 421.91 .00 20600.00 .00 474.00 453.53 433.81 .00 20600.00 .00 474.00 452.69 375.85 .00 20578.11 21.89 467.00 453,62 321.05 .00 20800.00 .00 347.00 452.69 315.28 .00 20600.00 .00 467.00 453.62 321.06 .00 20600.00 .00 347.00 452.96 555.20 .00 20579.59 20.41 1686.00 453.85 337.82 .00 20600.00 .00 366.00 4000.00 4000.00 4000.00 4000.00 5208.00 5208,00 1040,00 1040.00 1040.00 1040.00 1048.00 1048.00 1061.00 1061.00 1061.00 1061.00 5094.00 5094.00 5551.80 5551.80 5551.80 5551.80 5704.00 5704.00 1040.00 1040.00 1040.00 1040.00 1048.00 1048.00 1061.00 1061.00 1061.00 1061.00 5094.00 5094.00 5900.00 5900.00 5965.00 5965.00 6190.00 6190.00 1413.00 1413.00 1413.00 1413.00 1522.00 1522.00 1408.00 1408.00 1408.00 1408,00 5460.00 5460.00 PAGE 13 6620.00 5900.00 6820.00 5965.00 6780.00 6190.00 1580.00 1580.00 1580.00 1580.00 1522.00 1522.00 1528.00 1408.00 1528.00 1408.00 6780.00 5460.00 SUN~4ARY OF ERRORS AND SPECIAL NOTES WARNING SECNO~ 19230. 000 PROFILE- WARNING SECNO- 19230. 000 PROFILE= ~%RNING SECNO-= 19930.000 PROFILE- WARNING SECNO- 19930.000 PROFILE= 09OCT95 08: 20:17 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE PAGE 14 FLOOI)WAY DATA, DENTON CREEK, TEXAS PROFILE NO. 2 STATION ....... fLOODWAY ....... WATER SURFACE ELEVATION WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE AREA VELOCITY fLOODWAY FLOODg~AY 18440.000 1835. 9496. 2.2 453.1 452.1 1.0 19230.000 1900. 15414. 1.3 453.2 452.2 1.0 19330.000 1965. 16281. 1.3 453.2 452.2 1.0 19930.000 982. 9297. 2.2 453.2 452.2 1.0 20980.000 515. 6038. 3.4 453.3 452.3 1.0 20990,000 474. 6175. 3.3 453.3 452.3 1.0 21260,000 450. 6626. 3.1 453.4 452.4 1.0 21635.000 321. 5130. 4.0 453.4 452.4 1.0 21645.000 321. 5130. 4.0 453.4 452.4 1.0 22370.000 338. 4882. 4.2 453.6 452.7 .9 F.I.R.M. Rate Map 1 0 1000 r-EET NATIONAL FLOOD INSURANCE FIRM FLOOD INSURANCE RATE MAID and STREET INDEX CITY OF COPPELL, TEXAS DALLAS AND DENTON COUNTIES ONLY PANEL PRINTED COMMUNITY-PANEL NUMBER 480170 0010 E MAP REVISED: APRIL 15, 1994 Federal F~meff, ency Manalement A~ency Z :L -F:IR~VS O0 0~' g~ DJ FEMA APPLICATION FORMS REVISION REQUESTOR AND COMMUNITY OFFICIAL FORM Ex.p/res,tu/V.gl, 1997 ' PUBLIC BURDEN DISCLOSURE NOTICE Public reporting burden for this form is estimated to average 2.13 hours per response. The burden estimate includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the needed data, and completing and reviewing the form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden, to: Information Collections Management, Federal Emergency Management Agency, 500 C Street, S.W., Washington, DC 20472; and to the Office of Management and Budget, Paperwork Reduction Project (3067- 0148), Washington, DC 20503. 1. The basis for this revision request is (are): (check all that apply) [] Physical change [] Existing 1~ Proposed [] Improved methodology ~] Improved data I-I Floodway revision [] Other Explain 2. Flooding Source: 3. Project Name/Identifier: 4. FEMA zone designations affected: (example: A, AH, AO, Al-A30, A99, AE, V, V1-30, VE, B, C, D, X} 5. The NFIP map panel(s) affected for all impacted communities is (are}: Comn~unity Community No. Name County State Map Panel Effective No. No. Date EX: 480301 Katy,City ltarris, Fort Bend TX 480287 Harris County Harris TX 480301 000SD 02/08/83 48201C 02200 ~:~ ~.~ 6. The area of revision encompasses the following types that apply) Types of Flooding IX1 Riverine [] Coastal [] Alluvial Fan [] Shallow Flooding (e.g. Zones AO and AH~ [] Lakes Affected by wind/wave action [] Yes ~ No of flooding, structures, and associated disciplines: (check all Structures Disciplines* [] Channelization ~ Water Resources [] Levee/Floodwall ~ Hydrology [] Bridge/Culvert [] tlydraulics [] Dam [] SedimentTransport 1-] Coastal ~ Interior Drainage [] Fill [] Structural I-I Pump Station [] Geotechnical [] None [] Land Surveying [] ChannelRelocation [-! Other(describe) [] Excavation [] Other(describe) [] Other(describe). * Attach completed "Certification by Registered Professional Engineer and/or Land Surveyor" Form for e~ch discipline checked. (Form 2) 2. FLOODWAY INFOI~MATION !i D oes the affected flooding source have a floodway designated on the effective FI RM ur FBFM? Does the revised floodway delineation differ from that shown on the effective FIRM or FBFM lfyes, give reason: [] Yes [] No [] Yes [] No FEMA Fo(m 81~9, OC'T 94 and Commuelity Offic~l Foe'm MT-::' Fo~-m 1 Page I of 4 Attach copy ol'either a public notice distributed by the community stating the community's intent to revise the floodway or a statement by the community that it has notified all affected property owners and affected adjacent j u ons. 9. Do~ the State have jurisdiction over the floodway or its adoption by communities participating in the NFIP?. ~ Yes ~No 12. 13. lfyco, attach a copy ora letter notifying the appropriate State agency of the floodway revision and documentation of the approval ofthe revised floodway by the appropriate State agency. 3. II~OPOSED ENCROACHMENTS 10. With floodways: ! A. Does the revision request involve fill, new construction, substantial improvement, or other development. in the floodway? ["] Yes ~ No lB. lfyes, does the development cause the 100-year water surface elevation to increase at any location by more than 0.000 feet? I"1 Yes [] No I 1. Without floodways: 2A. Does the revision request involve fill, new construction, substantial improvement, or other development in the 100-year floodplain? ~ Yes [] No 2B. If yes, does the cumulative effect of all development that has ocourrc~t since the effective SFH^ was originally identified cause the 100-year water surface elevation to increase at any location by more than one foot (or other surcharge limit if community or state has adopted more stringent criteria)? [-] Yes ~]No If the anewer to either Items 1B or 2B is yes, please provide documentation that all requirements of Section 65.12 of the NPIP regulations have been met, regarding evaluation of alternatives, notice to individual legal property owners,' concurrence of CEO, and certification that no insurable structures are impacted. 4. REVISION REQUESTOR ACKNOWLEDGMENT Having read NFIP Regulations, 44 CFR Ch. 1, parts 59, 60, 61, and 72, I believe that the proposed revision [] is [] is not in compliance with the requirements of the aforementioned NFIP Regulations. S. COMMUNITY OFFICIAL ACKNOWLEDGMENT Was this revision request reviewed by.the community for compliance with the community's adopted floodplain management ordinances? IX! Yes L! No 14. Does this revision request have the endorsement of the community? f~ Yes [] No If no to either of the above questions, please explain: PI~ note that community acknowledgment and/or notification is required for all requests as outlined in Section 65.4 (b) of the NFIP Regulations. 15. 6. OPERATION AND MAINTENANCE Does the physical change involve a flood control structure (e.g., levees, floodwalls, channelization, basins, dams).'? [~] Yes [~]No If yes, please provide the following information for each of the new flood control structures: A. Inspection of the flood control project will be conducted periedieaily by entity with a maximum interval of months between inspections. Bo Co Based on the results of scheduled periodic inspections, appropriate maintenance of the flood control facilities will be conducted by (entity) to ensure the integrity and degree of flood protection of the structure. A formal plan of operation, including documentation of the flood warning system, specific actions and assignments of responsiSility by individual name or title, and provisions for testing the plan at intervals not less than one year, [] has I-] has not been prepared for the flood control structure. Revision Requestor and Commtm~ty Offic~l Form MT-2 Fcxml Page 2 of 4 ..? D. The community is willing to assume responsibility for [] performing [] overaeeing compliance with the maintenance and operation plans of the flood control structure. If not performed promptly by an owner other than the community, the community will provide the necessary services without cost to the Federal governmenL ,~**ach operation ~_n~_ m~in_te~Snee plans 7. ~0OESWO 16. AFter examining the pertinent NFIP regulations and reviewing the document entitled "Appeals, Revisions, and Amendments to Flood Insurance Maps: A guide for Community Officials,* dated January 1990, this rmluest is for X a. CLOMR A letter from FEMA commenting on whether a proposed project, ifbuilt as propmmd, would justify a map revision (LOMR orPMR), or proposed hydrology changes (see44 CFR Ch. I, Parts 60, 65, and ?2). b. LOMR A letter from FEMA officially revising the current NFIP map to show changes to floodplains, floodways, or flood elevations. LOMRs typically depict decreased flood hazards. ($es 44 CFR Ch. 1 Parts 60 and 65.) c. PMR A reprinted N FIP map incorporating changes to floodplains, floodways, or flood elevations. Because of the time and cost involved to change, reprint, and redistribute an NFIP map, a PMR is usually processed when a revision reflects increased flood hazards or large-scope changes. (See 44 CFR Ch. [, Parts 60 and 65.) d. Other: Describe 8. FORMS INCLUDED 17. Form 2 entitled, "Certification By Registered Professional Engineer and/or Land Surveyor~ must be submitted. The following forms should be included with this request if(check the included forms): · Hydrologic analysis for flooding source differs from that I-! Hydrologic Analysis Form used to develop FIRM (Form 3) · Hydraulic analysis for riverine flooding differs from that ~] Riverine Hydraulic Analysis Form used to develop FIRM (Form 4) · The request is based on updated topographic ~[ Riverine/Coastal Mapping Form information or a revised floodplain or floodway (Form 5) delineation is requested . · The request involves any type of channel modification [] Channelization Form (Form 6) · The request involves new bridge or culvert or revised I-1 Bridge/Culvert Form analysis of an existing bridge or culvert (Form 7) · The request involves a new revised ievee/floodwall I-1 Levee~loodwall System Analysis Form system (Form 8) · The request involves analysis ofcoastal flooding I-I ~mtal Analysis Form (Form 9) · ?he request involves coastal structures credited as !-I ~astai Structures (Form 10) providing protection from the 100-year flood · The request involves an existing, proposed, or modified [] Dam Form (Form 11) dam · The request involves structures credited as providing [] Alluvial Fan Flooding Form protection from the 100-year flood on an alluvial tan (Form 19.) Revision Requestor and Community Official From MT-2 Fo4'm I Page 3 of 4 18. ~. INITIAL REVIEW FEE The minimum initial review fee for the appropriate request category has been included. []3 Yes [] No [ Initial fee amount: $ 2.- 80. oo I Check or money order only. Make check or money order payable to: National Flood Insurance Program. If paying by Visa or Mastercard please refer to the credit card information form which follows this form. 19. or This request is for a project that is for public benefit and is primarily intended for flood loss reduction to insurable structures in identified flood hazard areas which were in existence prior to the commencement of construction of the flood control project. I-I Yes [~ No 20. or This request is to correct map errors, to include the effects of natural changes within the areas of special flood hazard, or solely to provide more detailed data. [] Yes ~ No INote:. I understand that my signature indicates that all information submitted in support of this request is correct. Printed Name and Title of Revision P~qu~tef Core.fly I~me Telephone No. Date Note: Signature indicates that the community understands, from the revision requester, the impacts of the revision on flooding conditions in the communitytl~ ~umty Offioal · t · i ~,eo~of mm 'dh OW ffiaa~ I I ', Community Name Date Does this request impact any other communities? [] Yes ~' No Eyes, attach letters from all affected jurisdictions acknowledging revision request and approving changes to floodway, if applicable. Note: Although a photograph of physical changes is not required, it may be helpful for FEMA's review. Revision Requestoc and Community OfficLII Focm Mr-2 Form I Page4of4 FEDERAL EMERGENCY MANAGEMENT AGENCY I O.M.B. Burden No. 3067-0148' ! FEkt4 U~ OI~ Y CERTIFICATION BY REGISTERED I~OFES$1ONAL ENGINEER I Expires July31, 1997 ! AND/OR LAND SURVEYOR FORM PUBLIC BURDEN UI~;IA)~O~E NOTiCK Public reporting burden for this form is estimated to average. 23 hour per response. The burden estimate includes the time for reviewing instructions, searching existing date sources, gathering and mainteining the needed data, and completing and reviewing the form. Send comments regarding the accuracy of the burden estimate and any m~ggestions for reducing this burden, to: Information Collections Management, Federal Emergency Management Agency, 500 C Street, S.W., Washington, DC 9-04'/2; and to the Office of Management and Budget, Paperwork Redu~Lion Project (3067- 0148), Washington, DC 9-0503. 1. This certification is in accordance with 44 CFR Ch. I, Section 65.2 2. l am licensed with an expertise in ~L~rT~ ~-~So~t-Ce~ [example: water resources (kydro/ogy, hydraulics, sediment tranzport, interior drainage)* structural, geotechnical, land surveying.] 3. I have / ~_ years experience in the expertise listed above. 4. I have ~ prepared [] reviewed the atteched supporting date and analyses related to my expertise. 5. I ~] have [] have not visited and physically viewed the project. 6. In my opinion, the following analyses and/or designs, is/are being certified: ?. Base upon the following review, the modifications in place~ave been constructed in general accordance with plans and specifications. Basis for above statement: (check all that apply) a. 1-] Viewed all phases of actual construction. b. I-] Compared plans and specifications with as-built survey information. c. [] Examined plans and specifications and compared with completed projects. d. [] Other 8. All information submitted in support of this request is correct to the best of my knowledge. ! understand that any fals~-stai~.ment may be punishable by fine or imprisonment under Title 18 of the United Steres Code, Section 1001. · ' / ~ Cple~ae print or type) epitome pe/~L or type) R t tion State ~~ Si~,nature / Da~e Expiration Date: *Specify Subdiscipline Note: Insert not applicable (N/A) when statement does not apply. i:EMA Fo~m 81-8~A, OCT ~4 Certif~tien by aegl _st~__ _ red P~ofe_ssio~al E~in~er Iml/o~ ~ Su~veym' eonfl ( O ptioaal ) RIVER!NE HYDRAUUC ANALYSIS FORM Expires July31, 1997 PUBLIC BURDEN DISCLOSURE NOTICE Public reporting burden for this form is estimated to average 2.25 hours per response. The burden estimate include~ the time for reviewing instructions, searching existing data sources, gathering and maintaining the needed data, and completing ami reviewing the form. Send comments regarding the accuracy of the burden estimate and any suggestion~ for reducing this burden, to: Information Collections Management, Federal Emergency Management Agency, 500 C ~reet, S.W., Washington, DC 20472; and to the Office of Manngement and Budget, Paperwork Reduction Project (3067- 0148), Washin~t¥_oo, DC 20503. Flooding Source: C~'/e~: (0~ form for ~e~ floodi~ ~ou?) · Project NameAdentifier: ~'~ 4,~ ~ Downstream limit: ~ ~ Upstream limit: ~'4Y'e.z~*~ ["l Not studied [-] Studied by approximate methods Downstream limit of study Upstream limit of study J~] Studied by detailed methods Downstream limit of study Upstream limit of study REACH TO BE REVISED [] Floodway delineated Upstream limitofFIoodway ~-~/~- ~ 00 3. HYDRAULIC ANALYSIS Why is the hydraulic analysis different from Lhat used to develop the FIRM. (Check all that apply) [] Not studied in FIS [] Improved hydrologic data/analysis. Explain: [] Improved hydraulic analysis. Explain: [] Flood control structure. Explain: 3. RIVERJNE HYDIIAULK ANALYSIS FORM Models Sulmlitted For areas which have detailed flooding: Full input and output listings along with files on diskette (i~available) for each of the models listed below (items 1, 2, 3, 4, and 5) and summary of the source of' input parameters used in the models must be provided. The summary must include a CgmDlete description of'any changes made from model to model (e.g. duplicate effective model to corrected effective model) Ata minimum, the Duplicate Effective (item 1) and the Revised or Post*Proj.ect ,Conditions (item 4) models must be submitted. See instructions For directions on when other models may be reqmrea. For areas which do not have detailed flooding: Only the 100-year flood profile is required. A hydraulic model is not required For areas which do not have detailed flooding;, however, BFEs may not be added to the revised FIRM. Ifa hydraulic model is developed for the area, items 3 and 4 described below must be submitted. If hydraulic models are not developed, hydraulic analyses for existing or pre-project conditions and revised or post- project conditions must be submitted. All calculations must be submitted for these analyses. (See item 6 below) I. Duplicate Effective Model Natural Floodway Copies of the hydraulic analysis used in the effective FIS, referred to as the effective models (IO-, ~50-, lO0-, and 500.~year mu~ti-proj~e rmu ar~ ~7oodway run) must be obtained and then reproduced on the requestor's equipment to produce the duplicate effective model. This is required to assure that the effective model input data has been transferred correctly to the requestor's equipment and to assure that the revised data will be integrated into the effective data to provide a continuous FIS model upstream and downstream of the revised reach. 2. Corrected Effective Model lqatural Floodway The corroded effective model is the mode] that corrects any errors that ~] [] occur in the duplicate effective model, adds any additional cross sections to the duplicate effective model, or incorporates more detailed topographic ir~ormation than that used in the currently effective model. The corrected ~ffective model must no.._~t reflect any man-made physical changes since the date of the effective model. An error could be a technical error in the modeling procedures, or any construction in the floodplain that occurred prior to the date of the effective model but was not incorporated into the effective model. 3. Existing or l~re-l~roject Conditions Model Hatural Floodway The duplicate effective or corrected model is modified to produce the exis~ng or pre-project conditions model to reflect any modifications that have occurred within the.floodplain since the data of the effective model but prior to the construction si~ the project for which the revision is being requested. If no modification has occurred since the date of the effective model, then this model would be identical to the corrected effective or duplicate effective model. Natural Floodway 4. Revised or Post-Project Conditions Model The ~xistin~ or ure-uroject conditions model (or ~lup[icate effective or corrected effective mode[, as appropr/Me) is revised to reflect revised or post- project conditions. This model must incorporate any physical changes to the floodplain since the effective model was produced as well as the effects of the project. When the request is for proposed project this model should reflect proposed conditions. Hatural Floodway 5. Other: Please attach a sheet describing all other models submitted. [~] [] 6. Hydraulic AnaJyses (Only if Hydraullc Models are not developed) Please attach all calculations for the existing or pre-project conditions and the revised or post-projoct conditions. Proceed to Form 5, ~Riverine/Coastal Mapping Form'. RivMifle Hy(kau#c AMlysis Form MT-2 FMm 4 Page 2 of & MODEL PARAMETERS (from m4x/e/us4~ to rev/~ 10G*ye~' wrater surface e/Lev'at/on) Discharges: 10-year 50-year 100-year 500-year Upstream Limit / Attach diagram showing changes in 100-year discharge .. Explain how the ~tarting waLer surface elevations were detormined ~C~O,v~ Downstream Limit (~0~ Give range of friction loss coefficients (Manning's *N') Channel ........ Overbanks ...... If friction loss coefficients are different anywhere along the revised reach from those used to develop the FIRM, give location, value used in the effective FIS, and revised values and an explanation as to how the revised values were determined. Location FIS Revised Explain: Describe how the cross section geometry data were determined (e.g., field survey, topographic map, taken from previous study) and list cross sections that were added. Were natural channel banks selected as the location of the left and right channel banks in the model? Yes [] No Ifno, explain why not: MT-2 fMm 4 Page 3 of 6 4 4. MODEL PARAMETERS (Con(d) Explain how reach lengths for channel and overbanks were determined: S. RESULTS (from model used to revise fOO-year water sun(ace elevadons) Do the results indicate: a. Water surface elevations higher than end points ofcross sections? .................. [] Yes [~ No b. Supercritical depth? ............................................................ [] Yes [~' No [] Yes [~ No e. Critical depth? ................................................................. d. Other unique situations ........................................................ [] Yes ~[ No If yes to any'of the above, attach an explanation that discusses the situation and how it is presented on the profiles, tables, and maps. What is the maximum change in energy gradient between cross-sections? ....... /, ~ e ................ · What is the distance between the cross-sections in 2 above? .................... ~ ~D' What is the maximum distance between cross-sections? ........................ Specify location .......................................... Floodway determination a. What is the maximum surcharge allowed by the community or State? ......... ~, ~ b. What is the maximum surcharge for the revised conditions? .................. ~. c) Specify location .......................................... c. What is the maximum velocity? ............................................ Spec[fy location ............................................................ d. Are there any negeative surcharge values at any crose-section? [] Yes ~] No I Z3B +oo If yes, the floodway may need to be widened. If it is not widened, please explain and indicate the maximum negative surcharge. foot foot Rivedne Hydraulic Analysis Focm Page4of& 5. RESULTS ~Cont'cr) Is the discharge value used to determine the floodway anywhere different from that used to detorm~r~e the natural 100-year flood elevations? ................. ' ... I-I Yes J~ If Yes, explai~ Do lO0-year water surface elevations increase at any location? ....................... [] Yes [~ No I/yes, please attach a list of the locations where the increases occur, state whether or not the increases are located on the requestor*s property, and provide an explanation of the reason for the increases. (For example: State if the increase is due to fill placed within the floodway fringe or placed within the currently adopted floodway limits) pl_~=e at~_ach a completed comparison table entitled: Water Surface Elevation Check (See page 6) &. REVISED FIRM/I:BI:M AND FLOOD PROFILES The revised water surface elevations tie into those computed by the effective FIS Model (I0-, 50-, I00-, andSOO- year), downstream of the project at cross-section / ~ ~/~ within ~, t~ feet (vertical) and upstream of the project at cr~s section / ~'~ ~ ~) within P. ~) feet (pert/ca/). The revised floodway elevations tie into those computed by the effective FIS model, dowstream of the project at cross section /~*z/~t~) within /~. (~/~ feet (vertical) and upztream of the project at cress section within 0. O feet (oertical). /~ 'f ~ Do Attach profiles, at the same vertical and horizontal scale as the profiles in the effective FIS report, showing stream bed and profiles of all floods studied (without encroachment). Also, label all cross sections, road crossings (including low chord and top-of*road data), culverts, tributaries, corporate limits, and study limita. If channel distance has changed, the stationing should be revised for all profile sheets. Attach a Floodway Data Table showing data for each cross section listed in the published Floodway Data Table in the FIS report~ Proceed to Riverine ~tal Mapping Form MT-2 Fort04 Page SM6 FEDERAL EMERGENCY MANAGEMENTAGENCY I O.M.B. Burden No. 3067.0148 FEMA USE ONLY RIVERINE/COASTAL MAPPING FORM I Expires July31, 1997 Public reporting burden for this form is estimated to average 1.5 hours per response. The burden estimate includes the time for reviewing instructions, searching existing data ~ourcen, gathering and maintaining the needed data, and completing and reviewing the form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing this burden, to: Information Collections Management, Federal Emergency Management Agency, 500 C Street, S.W., Washington, !~ 204?2; and to the Office of Management and Budget, Paperwork Reduction Project (3067- 0148), Washington, DC 20503. Community Name: ~6~1 · Flooding Source: ~ ~1~1~ 1. MAPPING CHANGES 1. A topographic work map of suitable scale, contour interval, and planimetric definition must be submitted showing (indicate N/A when not applicable): Included A. Revised approximate 100-year floodplain boundaries (Zone A) ............ [] Yes [] No I~ N/A B. Revised detailed 500-year floodplain boundaries ................ 5/i Yes [] No [] N/A C. Revised 100-year-fl--oodway boundaries ................................. [-'l Yes {~] No [] N/A D. Location and alignment of all cross sections used in the revised hydraulic model with stationingcontroi indicated ....................... [~] Yes [-I No [] N/A E. Stream alignments, road and dam alignments .......................... ~] Yes [] No [] N/A F. Current community boundaries ....................................... [I~ Yes [] No [] N/A /3. Effective 100- and 500-year floodplain and 100-year floodway boundaries from the FIRM/FBFM reduced or enlarged to the [] Yes [] No !~ N/A scale of the topographic work map ..................................... H. Tie-ins between the effective and revised, 100- and 500-year floodplains and 100-year floodway boundaries .......................... [~ Yes [] No [] N/A I. The requestor's property boundaries and community easements .......... [] Yes [] No [] N/A J. The signed certification ora registered professional engineer ............. [] Yes [] No [] N/A K. Location and description of rcference marks ............................ [] Yes [] No [] N/A L. Vertical datum (example: NGVD, NAVDetc.) .......................... [] Yes n No IR1 N/A M. Coastal zone designations tie into adjacent areas not being revised ....... [] Yes [] No [~ N/A N. Location and alignment of all coastal transects used to revise the [] Yes [] No [~ N/A coastal analyses .................................................... lfany ofthe items abeve are marked no or N/A, please explain: /~/o ~n~,o~d~ c-~,~-*/-¢ '~ 2. What is the seurce and dato of the updated topographic i.nf°r.ma.ti°n (example: °rth°-ph°t° maps'July I985; field suroey, May1979, beach profiles, June1987, etc.)? ff ef"~ f ~ o ) I ~'c~ ~; ~_~'~/ ~ 3. What is the scale and contour interval of the following workmaps? '. a. Effective FIS --- scale -- Contour intorval b. Revision Request I ~' = ~ * scale ~ ,~t, Contour interval NOTE: Revised topographic information must be ofeqoal or greator detail. 14. Attach an annotated FIRM and FBFM at the scale of the effective FIRM and FBFM showing the revised 100-year and 500-year floodplains and the 100-year floodway boundaries and how they tie into those shown on the effective FIRM and FBFM downstream and upstream of the revision or adjacent to the area of revision for coastal studies. Attachadditionalpagesifneeded. ~ee~ "Des~r;p~-~ ~4 ~,'i~ A~r~ " ,'~ FEMA From 81-89D. OCT 94 Rive~k~/Coattal Mapping From MT*2 Fofln5 Page 1of 3 o o 1. MAPPING CHANGES (Cont'd) Flood Boundaries and 100*year water surface elevations: Has the 100-year floodplain been shilS,~i or increased or the 100-year water surface elevation increased at any location on property other than the requestor*s or esmmtmity*s ? I-I yes ~ No Il'yes, please give the location of shift or increase mhd an explanation t*or the increase. a. Have the affected property owners been notified of this shift or increase and the effect it will have on their property? ........................................................... [] Yes [] No Ii'yes, please attach letters from these property owners stating they have no objections to the revised flood boundaries [fa LOMR is being requested. b. What is the number of insurable structures that will be impacted by this shift or increase? Have the floodway boundaries s~ or increased at any location compared to those shown on the effective FBFM or FIRM? ......................................................... [] Yes [] No Ii'yes, explain: Ifa V- zone has been designated, has it been delineated to extend landward to the heel of the primary frontal dune? [] Yes [] No Il'no, explain: Manual or digital map submission: ~ Manual [] Digital Digital map submissions may be used to update digital FIRMs (DFIRMs). For updating DFIRMs, these submissions must be coordinated with FEM^ lleadquarters as far in advance ofsubmisslon as possible. II~ge2of3 2. EARTH FILL Iq. ACEMENT The fill is: ~ Exis~!n.a [~ Proposed Has fill been/will be placed in the regulatory floodway? ...................... I-I Yes I~q No Ifyes, please attach completed Riverine Hydraulic Analysis Form. Has fill been/will be placed in floodway fringe (area between the floodway 1~1 Yes f=l No and l O0-year floodplain boundaries)? ...................................... if yes, then complete A, B, C, and D below. A. Are fill slopes for granular materials steeper than one vertical on one-and-one-half horizontal? ....................................... C] Yes If yes, justify steeper slopes. ~] No Bo Is adequate erosion protection provided for fill slopes exposed to moving flood waters? (Slopes exposed to flows with velocities of up to 5 feet per second (fps) during the 100-year flood must, at a minimum, be protected by a cooer of grass, vines, weeds, or similar vegetation; slopes exposed to flows with velocities greater than 5 fps during the 100-year flood must, at a minimum, be protected by stone or rock riprap.) .................................................................... [] Yes [] No If no, describe erosion protection provided Co Has all fill placed in revised 100-year floodplain been compacted to 95 percent of the maximum density obtainable with the Standard Proctor Test Method or acceptable equivalent method? 1"] Yes [-I No /~/~ D. Can structures conceivably be constructed on the fill at any time in the future? f~l Yes [-I No If yes, provide certification of fill compaction (item C. above) by the community's NFIP permit official, a registeredprofessionalengineer, oranaccreditedsoilsengineer. L~) i l'[ be.- f~, ~, ~.,;~i/leJ ~ Has fill been/will be placed in a V-zone? I-I Yes IKI No Ifyes, is the fill protected from erosion by a flood control structure such as a revetment or seawall? [] Yes [] No If yes, attach the coastal structures form. Rtvedne/Coasta! M~M~ing Fo~m IdT-2 F4xm S Page 3 of 3 M THE tOO-YEAR FLOOD ;TRUCTURES SUBJECT TO URING LARGER FLOODS. '; .... " DENTON COUNTY ','? :':'::i" ' ¢;. '.' .~.:¢-. .. -'""='--"'""~ DALLAS ~ t., ,. , .,. - ".7;?-: "'-- ZONE ZONE X AE ZONE Grading and Erosion Control Plan 951.?OGP j NOTES STEEL POSTS SUPPORRIVO THE FENCE SHALL 8E /NSTAuED W1 A SLIGHT ANCL£ POYYARD THE RUNOFF SOURCE THE 706 OF THE SIL T FENCE SHALL 8E TRENCHED IN W1 A SPADE OR MECHANICAL TRENCHER SO TNA T THE DO;WSL OPE FACE OF THE TRENCH /S FLA T AND PERPENDICULAR TO THE LINE OF FLOW THE TRENCH MUST BE A MIN OF 6 ° DEEP AND 6" WDE SIL T FENCE SHOULD 8E SECUREL Y FASTENED TO EACH STEEL SUPPORT POST OR TO WoWN 41RE, 09HICH IS IN TURN ATTACHED TO 7HE STEEL FENCE POST: THERE SHALL 8E A Y OVERLAP O CC} - ---b -- . SECURELY FASTENED otHERE ENDS OF THE FABRIC MEET RSSx Ct� �� L INSPECTION SHALL BE MADEEK% Y AND AFTER L ACN RA/NFALL. REPAID. OR REPLACEMENT SHALL € � 8E MADE PROMP7Z Y AS NEEDED. .WILT FENCE SHALL BE REMOWD LIEN THE S17E /S COMPLETELY STA81U2ED SO AS NOT TO 8LOCK OR IMPEDE STORMN'A7ER FLOW D SIL T SHALL E7NE THE FEND SILT SHAD BE DISPOSED OF AT AN PROED S TE AND 1N A MA AS TO NOT CONTRIBUTE TO A00I77ONAL SIL TATIthV SILT FENCE W1 t19RE ,tlESN BACKING SUPPORT 951.?OGP