Loading...
Lakes of C FS-SY 941008- HYDROLOGY AND HYDRAULICS STUDY FOR - LAKES OF COPPELL COPPELL , TEXAS - FOR - TRILAND DEVELOPMENT , INC. OCTOBER .. 1.9.84.. NDM NATHAN D. MAIER CONSULTING ENGINEERS, INC, Dallas, Texas (:~14) 739-4741 CONSULTING ENGINEERS, INC. October 8, 1984 NDM: 84-3-003 Lakes of Coppell Mr. Wayne Ginn, P.E. Ginn, Inc. Engineers 16135 Preston Road Suite 112 Dallas, Texas 75248 Dear Mr. Ginn: Attached is the interior drainage study for the Lakes of Coppell Development. The project is located east and west of MacArthur Boulevard, north of Sandy Lake Road and south of DeForest Road in the City of Coppell. The report deals with the hydrology and hydraulics of the site, bridge and dmn sizing, and lake elevations for normal pool, 10, 50, 100 and 500 year events. Please give me a call if you have any questions. Sincerely, NATHAN D. b~IER CONSULTING ENGINEERS, INC. Michael H. Boyd MHB/mb Enclosure Three NorthPark/8800 N. Central Expuy./Suite 300/Dallas, Texas 73231/(214) 739-4741 i SF-7 A i ~ DE FOREST.ROAD.. Il / i - M"."'""---".., :' . ...~: - . . ..;.:.. . · . ..- . .~ --" ..... ,. ./,C~.. .,..:...~,.;..... .':. ~ .. . .. ;12 Il ,' ' ~: "'': :":'" "'..'~!'i:.'i':". ". SF O' ' \\ ::.: :-i. ~ .~../~. ~.. :.-.... i--:.:.:~[11.04 ^C.' ::... ,~.' - ..-.:.( .,, 'AGR,C. LTURE SF-]~ SINGLE FANI'LY RES'~'DE'N'~'~AL /":::"1-~.~',~--. .... "i:-.:.~:"/' ' r~ "'.\ ' /L~. , '",'-' ""o" ._;/_. '...~ ....~._~,,,~. ~,~ '. .~,~ ' ~ ./' ~ C TY OF CARROLLTON .~F-7 :SINGLE FAMILY RESIDENTIAL // .....--.--- ,-. ~\ ,~..:_~.~ ,,.o ,,.o,.,~.,,~ TH-I TOWN HOUSE R~-SIDENTIAL-I ..;... . //N~. : .,,..-'. ' ::..' " - . ' '-:".,..~ ...~, . . MF-2 MULTI FAMILY RESIDENTIAL-E . X I I ' ~ ~ ~,0 ' : . ~l ~__ m.~ . m~:l ~/ C R 0 ~~ 'SECTION LOCATION ~.. -~,R.WX'~ :al VD ~ ° "' -)0 o '°"; ~% DRAINAGE AREA DESIGNATION %-- /'-'., ------'- ,; ..:._ ~,\~ f'/; ~; '- I { ' ( 4 ) ,4~ \ t ~ -/ -'/3/- -~ /.'/ USED IN TR20 PROGRAM ~F-2 ~ ,,..~.\ ., ./, //=_/?-2. , SF-o ~-~/~ ~/ x ..... , ,,, m C ~' "' { ",I'JT:- "C"c.~.,,.{., ,' SF-12 · c I D o.~'~;. '~'~!~".'--'.. -. -~.~ANDY I~A J{~-- ~ ROAD LAKES qF C0PPELL TH-1 iRILAND INVEFrHENT , NA/HAN P. I C.":N~ULT:[NG ENGINEER..-' [NC PD-SF R SF-12 ~,,,,.i....~AI I .AS [EXAS SF'7 .o.I.o. I°'' ' / ~"-4 TABLE 1 ~E~ ~F £3P~E~L~ TR[L~NO ~EVELO~MENT~[NC. XSECT[O~ ~AT[~ SURFACE EL~VATZONS NUMBER 10 YR ~0 YR 100 YR ~00 YR '~J~-~ -. 370. . 444.}0 445,06 445.16 445.$0 VILLiSE ~A4KWA¥ (2-10X~ MOC, FL 440.00, TC 448.34) 032. . 44~.58 445,}8 4~7,1& &49.~3 DAM (LAKE PO'DL ELEVATION &~5.00) 050. . ~5.~8 447.49 447.74 ~45.~1 000. · 445.99 447. S1 447.77 448.94 070. · 446.~0 ~47.$3 447,79 445.~6 080. . 446.~1 447.~4 447.~0 448.g7 MACA{THUR 8LVD (~-gX~ MBC~ FL 44].$0~ TC 4~0.~0) 090. . 447.16 44~.00 448.]4 449.88 100. . 447.19 44~.0f 448.4{ 449.9) 110. . 447.t0 445.0? 448.44 449.95 120. · 447.20 448,07 448.44 449.9} 130. . 447.21 &4S.08 448.46 449.96 140. . 447.21 448.08 448.46 449.96 PARKYA¥ 3LVD C4-gXS MBC; FL 444.00~ TC 4S1.40) 150. . 447.33 &4~.~6 445.69 450.41 DAM CLAK£ POOL ELEVA?XON 447.00) 152. . 448.38 &48.90 449.17 450°$2 160o . 448.40 448.93 449.21 450.$5 170. . 448.40 448.93 449· 21 450°$$ ..~s. s 180. . 44~.42 448.97 449.25 190. . 443.4~ 448.97 449.25 450. S9 ~.~ 200. . 448.4~ 448.98 449.26 450.60 nACA~TMUR 3LVD C4-SX4 ~8C; FL 444.00. TC 450°46) ~10. . 448.44 449.01 449.33 451.07 220. . 44~.53 449.16 449.49 451.14 ~30. . 44~.63 k49.32 449.68 451.24 OA~ (LAK~ POOL ELEVATION 450.00) ~40. . 452.20 452.49 457.60 4SZ.84 ~50. · 45~.26 ~5Z.60 452.?$ 453.07 260. . 452o26 45Z.60 45Z.?$ 453.0? 400. . 447·22 448.09 448.46 449.97 DAA SOUTH LAKE (LAKE POOL ELEVATXO# 450.00) 410. . 450.$4 450.?3 450.79 451.02 420. . 450.79 4S0.97 451.04 4Sto27 430. . 450.85 4~1o04 451.tZ 451.36 300. o 448.57 449.02 449.29 ~450.60 OAR WEST LAKE (LAKE POOL ELEVATION 450·00) 310. . 4S0.~0 450.69 450.77 4S0o97 320. . 451.25 451.42 4S1.S0 451.71 330. . 451.~7 &51.45 451.S3 451.76 rt TABLE OF CONTENTS I. INTRODUCTION II. EXISTING CONDITIONS III. HYDROLOGIC ANALYSIS IV. HYDRAULIC ANALYSIS V. RECOb~MF~NDED LAKE DESIGN VI. SU~IARY TABLES 1. WATER SURFACE SU~MARY 2. DISCHARGE SUmmARY 3. LAND USE VII. PLATES 1. LOCATION 2. DRAINAGE AREA MAP 3-4. STREAM CROSS SECTIONS 5. EDGE OF LAKE DETAIL 6. STREAM PROFILE VIII . APPENDIXES 1. TR-20 INPUT/OUTPUT 2. WSP3 INPUT/OUTPUT I. INTRODUCTION This report presents the results of a drainage study for the waterways within the Lakes of Coppell, a proposed development by Triland Development Corporation in Coppell, Texas. The tract, as shown on Plate 1, is located north of Sandy Lake Road, south of DeForest Road, west of Denton Creek and east of Samuel Boulevard. Objectives of this study are to determine the lake designs and their lO0-year flood plain. Normal pool elevations for the series of lakes and road culverts sizes are to be deterr~ned. The required dam sizes are also to be determined. This report contains a detailed discussion of the study methology, proposed hydraulics, fully developed watershed hydrology, and the recommended design for the culverts, dams and lakes. II. EXISTING CONDITIONS The proposed development, The Lakes of Coppell, is located west of Denton Creek and north of Sandy Lake Road. Originally this area consisted of abandoned gravel pits, borrow areas, and Denton Creek/Elm Fork flood plain. Currently the site is in the process of being reclaimed. The borrow pits are being filled as well as the flood plain area. The proposed lakes and roadways are being excavated utilizing the excess material in fill areas. The entire site is being regraded according to preliminary development plans prepared by this office. The fill elevations are being set to be a minimum of one foot above the lO0-year elevations for a fully developed watershed. This minimum is within the interior of the development as well as along Denton Creek. III. HYDROLOGIC ANALYSIS Hydrologic analyses were performed to determine the peak 10, 50 and 100-year discharges for a fully developed watershed. These discharges were used to determine culvert sizes, dam designs, channel and lake designs. The computer program TR-20 and LUSE were used in developing the hydrology for the Lakes of Coppell development. The watershed was divided into sub-areas (See Plate 2) and flood hydrographs were developed at various locations. Technical Paper No. 40 was used in developing the 10, 50, and lO0- year frequency storms. The 500-year flood was based on extrapolated data. This analysis also utilized Type II rainfall distribution and Antecedent Moisture Conditions Type II. Peak discharge-frequency values were selected from the TR-20 output. The routing of the flood hydrographs through each sub-basin utilized the elevation-discharge-storage relationships for each reach which were provided by the WSP-3 backwater program. A summary of the drainage area-peak discharge relationships for the Lakes of Coppell development are shown in Table 2. IV. HYDRAULIC ANALYSIS Backwater analyses were performed to provide 10, 50 100 and 500-year water surface elevations. Cross sections for the backwater analyses of the outfall channel and lakes were modeled to represent the final design of these features. Cross sections were located at close intervals above and below culverts and dams in order to compute the significant backwater effect of these structures. Cross sections were spaced throughout the lakes to accurately define their configuration. Locations of selected cross sections used in the hydraulic analyses are shown on the drainage area map on Plate 2. Plates 3 and 4 show the X-Section geometry. For the backwater analyses the WSP-3 program, which was developed by the Soil Conservation Service (SCS) and the City of Dallas, was used because of its compatibility with the TR-20 program. The TR-20 program was used to predict flood flows. See Summary Table 1 for the resultant water surface elevations. V. RECOi~IENDED LAKE DESIGN The lake design recommended is one that has aesthetic qualities as well as working hydraulically for the design storm frequencies. The lakes were designed to contain the 10-year discharge within the rock walls outlining the lake perimeter (See Plate 5). The lO0-year storm is contained within the 20 foot service area which borders the lakes. The culvert sizes were determined to be as follows: Village Parkway 2 - lO'x6' MBC MacArthur Boulevard South Culvert 5 - 9'x5' MBC North Culvert 4 - 8'x4' MBC Parkway Boulevard 4 - 9'x5' MBC The dams are also designed to work hydraulically as well as be a pleasing asset to the development. The dams at Village Parkway and Parkway Boulevard are to be constructd as part of the culvert structure. The dam for the north lake and south lake are planned to be independent structures which tie into the sides of the lakes. The dam for the west lake will be part of the street culvert similar to the two previous designs. The outfall channel from Village Parkway to Denton Creek is proposed to be grass and tree lined with a 10 foot bottom width having 4:1 side slopes. TABLE 1 WATER SURFACE SUMMARY TABLE 1 LAKES 3F COPPELL, Th[LAND 3EVELOmMENT,[NC. XSECT[O~ ~ATEq ~URFACE EL£VAT[ONS NU~OER 10 Y~ SO Y~ 100 YR JO0 YR 010. . 444.~0 444.80 444.~0 444.20 3ZO. . 444.~0 445.06 445.16 445.50 030. . 445o14 &45.57 445.~1 446.4? VILL~G; ~A~wAv (2-1DX~ ~ FL 44~,~0, T~ 445.34) DA~ (LAKE ~OOL EL£VATION 04D. . 445.~8 447.48 447.73 44~.~0 050. . 44~.~8 447.49 44?.?4 060, . 446.~9 447.51 44?.?? 448.94 070. . 446.~0 ~47.~3 447.79 080. . 44~.9~ 447.$4 447o~0 44~.~? 090. . 447.16 448.00 448.36 449.$8 100. . 447.19 44~.05 448.42 449.93 110. . 447.~0 445.07 448.44 449.95 120. . 447,20 44B.07 44B.44 449.95 130. . 447.21 443.08 448.4~ 449.96 140. . 447.21 ~45o08 44~.46 449,96 PARKWAY ]LVD (4-9X5 ~B¢~ FL 444.00, T; 4~1.40) 1~0. 447.3~ 44~.~ 448.69 450.41 DA~ (L2KE POOL ELEVA?XON 447.~0) 152. . 448.38 448.90 449.17 1~0. . 448.40 448o93 449.21 450.55 170. . 448.40 448.93 44~,E1 4~0.55 180. . 44~.4E 44~,~7 449.~ 190. . 443.42 448.97 449.~5 450.59 MACARTHUR ~LVD C4-SX4 ~8C~ FL &&~.O0~ TC &50.46) ~I0. . 448.4& G~9.01 449.5~ 451.07 ~0. . 4~.5~ &49.16 449.49 ~51.14 DA~ (LAKE POOL ELEVAT[O~ ESO. . 452.~6 452.60 452.75 260. . 452.26 452.60 452.75 453.07 400. . 447.~2 44B.09 448.46 449.97 DAN SOUTH LAKf (LAK£ PO0~ ELEVATION 450.00) 410. . 450.54 450.73 450.79 420. . 450.79 450.97 451.04 451.~7 430. . 450.85 451.04 451.1~ 4S1.]6 300. . 448.57 449.0~ 449.~9 450.60 DAM WEST LAKE (LAKE POOL ELEVAT%ON 450.00) ]10. . 450.50 450.69 450.77 450.97 ]{0. . 4S1.25 451.4~ 451.50 451.71 ]30. . 451.~7 &51.45 451.5] 451.76 TABLE 2 DISCHARGE-SUMMARY TABLE 2 0~2. · 510. 9~. 9~. 1400. OAq (L~K~ POOL 040. . 51C. ~C. 9~O. 1400. ~53. . 510. ~0. 9~0. 1400. 0o0. . 352.0 ~70. . 435. 730. 925. 1300. 080. . ~ 35. 7 30. 9 25. 1 ~00. MACARTHU.~ 5LV0 ~gO. . 4~5. 7~0. 925. 1330. 100. . 4~5. 7~0. 925. 1300. 110. . 4~5, 750. ~5. 1300. 120. . ~4.4 ~C. ~5. ~10. 1150. 130. . 143. . 19~.C 3OC. ~0. 555. 810. PARKWAY aLVO (~-QX5 ~, FL ~4~.00, ~C 451.40) 150. . 300. ~O. 555. 810. DA~ (LAK~ ~OOL ELEYAT~N 152. . ]00. 4~0. 585. 810. 1~0. . 300. 4~0. 5~5. 810. 170. . I 7;.; 396. '~30. 5~5. 810. 183. . 300. 4~0. 5~5. 610. 190. . 121,6 275. 4~0. 516. 700. 200. . ~75. 4~0. 510. 700. MACA.~THU~ 5LVD (,-~.X4 ~C, FL b44.30, tC 450.45) 210. . 2 75. 450. 510. 7.30. 220. . 275. 4~0. 510, 730. 232. . 275. 4~0. 510. 700. 240. . 275. ~30. 516. 700. 250. . 275. 430. 510. 700. 260. . 300. 460. 540. ~0. DAM SOUT~ LAKE (LAKE POOL ELEVATION 453.30) 410. . 2~.5 70. 110. 125. 190. 420. . 70. 110. 125. 190. ~0. . 70. 110. 125. 190. DAM WEST LAKE (LAKE POOL ELEVATION 450.00) ~10. . 49.2 60. 100. 120. 175. ]20. . 60. 100. 120. 175. ]]0. . 60. 100. 120. 1~5. TABLE LAND USE I ; I I i1 I ] I ! I ! I I ! I I I · ~ .. ,.? · -....~ 5.'..~'..- '.. .'~:' ..- .~-,,.~,, ..-~;. .... .. . ,-.-. ('-- '_ .!'t,~ItE$OF COPPELL LAND USE ..-.'.~.:.?.-' ....,_..:... · -.,:-~.. . .:,..'r~::.= . · ........ -.;..~.:~'~. TABLE NO. 3 .-~-~ . ~. . · ...... ~-.-.'.-~..:~:, LAND USE FOR AREA NO. 1 · . AREA OF EACH HYDROLOGIC CN OF EACH HYDROLOGIC · · AREA 'Oft LAND USE SOIL CO~IRLEX SOIL COflPLEX Cq Of COHPUTED itEZGHTED TYPE OF LAND USE LAND:'USE'~( THAT:TS (SB.#ILES) IPIPERVXOUS CN OF CN FOR · - -. ZlIPERVTOUS AREA EACH LAND EACH LAND (S G'-- fI'~LE S ) (PERCENT) A ~ C D A B C D US.: USE ,, . =: ~.-..~4, ..~ .. ,*.~,:..~,,.~,~;.-,,,~, - · APARTNE,TS ':~'.'/0'~'~3'i:.'"'-'.'~.~'~"~.. '~' 0.0~' 0.'~9 0,000 0.000 ~9 6~ " ~0 ~5 ~.0 ,.0 · " ..... .., ' v-'.:--... · TOTAL AREA · 0.19~ ~""-''.. OVERALL CN FOR AREA NO. I · - .'. -:..i:- 'PERCENT OF AREA NO. I THAT I$ II, PERVIOUS = 0.O : ldEIGNTED CN OF iIqPERVZOUS AREA z 66,,S · . ~.~.,:-. ...... ~/'-'-':~-~-~-~'-'-':- IdEIGflTED CN OF PERVIOUS AREA · 16.5 · -~ ._.,, ,- · ~ ' " LAND USE FOR AREA NO. 2 · ARE~ OF EACH HYOROLOGZC CH OF EACH HYDROLOGIC AREA OF LAND USE SOIL COF~PLEX SOiL CONPLEX C~f oF CO#PUTED YEZSH?ED ~., TYPE OF LANO USE LAND USE THAT ZS ($D.tqILES) Z~qPERVZOU$ CH OF. CN FOR (_ ZNPERVZOUS AREA EACH LANO EACH LAND (SO.#ZLES) (PIRCENT) A ~ C D A a C D USE USE SZNGLE FAHZLY O.O?&.?.~:;?:. ~$ O.OZ~ 0.03~ 0.000 ~.016 ~9 61 ?& &O 95 75.0 75.0 · '~~..~..~:..:... TOTAL AREA · .v~.~:~:--'/~:~_~::'_~:~ .: OvEqALL C~ FOR AREA NO. ?. -- : ~- .,z~-.-.-:...', :.,~~?~:~.CINT.;.....~,,: . .-, -,.,--. .OF AREA NO. Z THAT IS Z~tPERVIOUS ' 0.0 .. ·..-?~. _ ~,.--~:~..~- ?,.... ..... .. ~~.~. ,-.... ~ ~ ~. ...~ . ~.~. ..... . ..... ~;= ~ ... ~EXGHTEO CN OF PSRVZOUS AREA ~ ~Z.Z :-~ .~:. ~-- .~:;. · ~.~..,,~.- .... ..~-;L~-~ ...,..-:~. ...~ ~ ~-'~-' :: ,~.%~.. ,. ~. ,~,.~..~--. CANO USE FOR AREA N~. ~EA ~F EACH HYDR~L~[C C~ 3F ~AC~ HY~ROLOG[~ -- A~EA OF LAND US~ ~OZL COMPLEX 50IL C}~LEX C~ OF CgHPUTED TYP~ OF LAN} d5~ LA~IO USE THAT IS (~O.HZL~S) [~PE~V[OUS CN OF CN Fg~ APARTNENT$ 0.O15 70 0.000 0.015 0.000 0.000 39 ~1 74 80 9S 84.~ 33.5 TOTAL AREA · 0°033 OVERALL CN FOR AREA NO. 3 = 80.2 PERCENT ~F A~EA NO. 3 THAT ZS ZHPERVZOUS = ~EZGHTED CN OF ZHPERVZOU$ AREA · UEZGHTEO CN O; PERVZOUS AREA " C. -". ¢ I I I I I i I I I i I I I I I I I I LAKES OF COPP~LL LA~D USE TA]LE ~0o 3 LA,ID USE FOq AREA NO. & A~EA OF EACH HYDROLOGIC CN OF EACH HYDROLOGIC AREA OF LAhD USE SOIL CONPLEX SOIL COMPLEX CN OF CONPUTED TYPE OF LAND USE LAND USE THAT ZS (SD.RILES) I#PERVIOUS CN OF CN FOR I~PE~V[OUS AREA EACH LAND EACH LAND CSa.~ILES) (PERCENT) A ~ C D A ~ C D USE USE SINGLE FAMILY 0.15& &5 0.000 0o100 0o000 O.05& 39 61 74 80 95 80°0 80°0 TOTAL AREA = 0.154 OVEqALL CN FOR AREA NO. & = 80.0 =E;CE~T OF AREA NO. & T~AT IS I~PERV[OUS = 0.0 ~Z~HTE~ Ch OF [~PERV[OUS A~EA = 42.7 k£IGHTED C~ Or PERVIOUS A~EA = '' LAND USE FOg AREA NC. A~£a OF EACH qYOP.~G.C Cq DF E~CH HYDR~LOGZC A~EA OF LALD ~$~ $O;L CO'aLeX SO[L COMPLEX Cq OF COMeUTEO ~EIGNTED ~ TYPE OF LA~) USE LAND USC TMAT IS (S~.HZL£S) [HPEaVZOUS CN OF CN FOR IMPERVIOUS AREA EACH LAND EACH LAND (S~oRZLES) (a~RCENT) A a C O A E C D US~ USE SINGLE FA~LY O.03b 45 0.001 0.025 0.000 0.010 39 ~1 74 30 95 73.9 APARTKENT$ O.~&? 7C g.303 0.033 0.000 g.O']S 39 51 74 ~0 95 84.1 ~£JAJL-CO~E~C:AL O.Ol~ 95 O. OOe O.O0~ 0.000 0.000 39 §1 74 80 ;5 92.7 TOTAL AREA = 0.g99 OVEqALL C~ FOq A~EA NO. 5 = 83.6 ~ERCENT ~F aq£A NO. 5 TdAT [S I~PERV[OUS = 0.0 wEIGHTED CN OF IMPERVIOUS AaEA = 61.7 WEIGHTED C~ OF ~ERV~OUS A~EA = 21.9 ,; '~-; ~': L"'.v ~- ;':iL -' )V'~L''~ '32L [3":'~.:X C'. 3~ C~'"~UT~) (;~,'. ~2,~1) (:}:r...'~t) '- .' : ) ~ .~ C ;, dS_ USE. · ~:.7. ,,.~ ..-' ..~..'"'' .'~, .~ ~,: _." 3,'.','~ "'.. 3~9 5'; "1o ?4. ~0 95 ~' .", .,_ ~. ?. ,, .a-'~'C.-'kl' DF ,~:)-'-.~ '.C. § T,4AT iS le, P£~Vt'3U=. = 0.0 ,,-_'I'--'~r~) 'N OF ~.-''}vlO',.,S ~'_-~' -' 20°9 :' "' ~ ~)~ "~L-Z"' "'" '~' '""'"" "" '~, ; ..'- .. ......:, . L ~. \ /" "~ ~! '..' '~ .; .. - · . ' -I '" .~" J.J.~/' ~'"'.-..- i t~, TRTLAND ]NVESTHENT GFJqUP '" ~ NA THAN D HA fER ', I i J 'SF-7 A · ~1~ ' '' '' '" '~-'"'"' :' " ' ' :' '' '-'.'-' $F-12 ~~.4~ /",~,~ ~ jj__.~a- ~' CITY OF CARROLLTON ~P-? iSlNOLE FAMILY RESIDENTIAL. I ' '~." · ' ' :::" : ~ -,: .'- ' '"i~ ' ?H'I TOWN HOUSE RI~-SIDENTIAL'I I RETAIL ' ' PD-SF PLANNED DEVELOPMENT; ~. ~ az vo. ~,,~,~ ~o .., - ' i"' ° :_°'. I (~) DRAINAGE AREA DESIGNATION - · --.-- -_ I PLATE 2 /SANDY I~AKE .... ROAD' J LAKES ©F C0PPELL TH-'f TRILAND INVESTMENT j N,4 THAIV D. ~,4 I£F? ~ C.qN~ULTTNG ENGTNEER? INC. · PD-SF R SF-'I2 DALLAS tEXAS qO~ I DAM · I g ~ PARKWAY m ' -- -- ~ BOULEVARD ~ ~E~TZ0N ~50. ~ECT~0N ~5~. 3ECTZ0N ~Sg. ~ECT~0N ~60. ~ECTZ0N ~70. ~ECTZ0N ~80. SECTION ~90. ' _ MACARTHUR BOULEVARD I GECT~0N 200. 'SECTION 2S~. ~EC'[~0N 2~0. dECTION 220. SECT~0N 22~. SECTION 23~. LFCTION 240. % .~ . LEGEND / IOOYR WATER SURFACE ~' /l/ill / //! ///////I .--- :e PERMANENT l./////////// ,,4 ~ POOL ELEVATION 'I/I//II//// ~£CTION 25g. :~ECTION 26S. PL ATE 4 l~ """-" P P E L L LAKEo C)F ,..,~,.. TP,'i' LAND TNVE?TNENT J NA THAN D. HAIER C":NSULTINi~ ENGINEER.-_'- iN~ ~ DALLAS FE X A.'.-' ---... .- . i?.l r.,..-, . ~ ~ ~ VILLAGE PARKWAY ~. ~. 2 - 10~6' NBC m ~. DAM UPSTREAM SECTION 0~0m SECTION 020. SECTION 030. SECTION 03~. SECTION 032. SECTION 033. ~. ~; . ~,. ~. m.,. ~. MACARTHUR BOULEVARD ~ ~ 5 - 9~5' NBC =' =' Y/I/IlIA JECTION 040. JECTION 050. SECTION 060. SECTION 070. SECTION 080. SECTION 08~. o PARKWAY BOULEVARD ~ ~ ~ ~ ~ ~ = ~ - 9~' MBC U/l/IA /1111 i11/ L,~CTION 09q. ~ECTION lOG. cECTION ~0. ~'EC'FION 120 L, ECTION ~3~. LEC'FION 140. L, ECTION ~4~. LEGEND PLATE 3 LAKE.S qr CQPPELL IOOYR WATER SURFACE '~  TRILAND INVE,-q FMENT NATHAN D. H.AIER -- :S,:NSULTING EN$INEER:~: iN~ ~ DALLAS FEXAlq _---...... 'l ll/IZ ll/ll POOl ELEVATION NDM NDM c r 5 .:.'*;. NDM ~-~ ~? - -I i" .'~5 (,.. '; · . J J I EDGE OF LAKE DETAIL I ~ :,1 - NORMAL ~,.:.'..'.:.-.-... ', //, ,~ .~ ..' . ~.~~,,~,~ ~ .....:' t 1 J I PLATE 5 LAKES OF COPPELL TRILAND TNVESTMENT GROUP NATHAN P. HAIER Cr,'NSULTING ENGINEERS INC DALLAS. FEXAS NDM NDM o'r ~ NDM ~.9.4 OCS: . I _u.~ · , ~ I ..... ~ ............ F---~_ ........................... i ........... 455 / ~- 0¢.. i : I < ! o~ ~. -' ~o.~o,,oo ~. ..~ I I ~/-' · ~. ./~ '~ .. ,., ........ w~_~_½u .............. [__ ..................... _~ .................. : .... F ...... - ~0__.~. ..... -~ ........ T-~ . _.~, ______ ~-----~'~~~-:~×~-~/~ .~. .~,.-------J ............ -.4~' ' 'w--' --i ..... ~ '~-i '///// 435_ ~ - · .2_ 0+00 t*00 8+00 1:~+00 16+00 ~0.00 :>I+00 28+00 32+00 36*00 I0+00 tI+00 18.1-00 §~}*00 554-00 60+00 6t+00 LAKES OF COPPELL, TRILAND INVESTHENT GROUP PLATE 6 LAKES ,~F C,,.'-';PPELL TRILAND [NVESi'MENT -C-'ROdP NATHA~ O. HA ~IER C~N:~ULTINC-. EN~iNEER.: IN.]. DALLA'C i-EXA~ NON J NDM .~ ~ . APPENDIXES I TR-20 ZNPUT/OUTPUT LAKES OF COPPELL D~VELOPMENT COND. TR-~O HYDROLOGY -- ¢ I i I I I i ! I I I I I I I I I I I I PASSz 0 -EXECUTZVE CONTROL CARD OPERATXON LZST ~ ~ LXSTXNG OF DATA XN CORE ~.' ~F 0 LAKES OF COPPELL DEVELOPRENT COND. t~ VELOCZTY Z#CREMENT 1 CTABLE 0.2000 ~ B 0.0000 0.0800 0.1800 0.2500 0.3ZOO 8 0.3700 0.4100 0.4500 0.4900 0.$100 8 0.5400 0.5700 0.5900 0.6100 0.6300 C 8 0.6500 0.6600 0.6?00 0.6900 0.7000 8 0.7100 0.7200 0.7300 0.7400 0.7500 8 0.7600 0.7700 0o7700 0.7800 0.7900 8 0.7900 0.8000 0.8100 0.8100 0.8200 8 0.8200 0.8300 0.8300 0.8400 0.8400 8 0.8400 0.8500 0.8500 0.8600 0.8600 ~ S 0.8600 0.8600 0.8?00 0.8700 0.8700 8 0.8800 0.8800 0.8800 0.8900 0.8900 8 0.8900 0.8900 0.8900 0.8900 0.9000 ¢ 8 0.9000 0.9000 0.9000 0.9000 0.9100 8 0.9100 0.9100 0.9100 0.9100 0.9100 S 0.9200 O.9ZO0 0.9200 0.9200 0.9ZOO ~ 8 0.9200 0.9200 0.9200 0.9300 0.9300 9 ENOTBL XSECTN NO. DRAXNAGE AREA 2 XSECT~ 10 1.0000 ELEVATXON DXSCHARGE END AREA ~ 436.0000 0.0000 0.0000 ~ 8 441.3400 525.0000 168.0200 ~ 441.3400 860.0000 168.0200 8 441.3400 1035.0000 168.0200 d~ 8 441.3400 1450.0000 168.0Z00 9 ENDTaL XSECTN NO. DRAZNA6E AREA Z XSECTN 20 1.0000 ELEVATZON DX$CflARGE END AREA 8 437.9000 0.o0o0 0.0000 ~. S 441.8300 525.0000 100.9800 8 442.3500 860.0000 123.4900 8 442.6700 1035.0000 137.8300 L 8 443.6200 1450.0000 187.2600 9 ENDTBL XSECTN NO. DRAXNRGE AREA 2 RSECTN 30 1.0000 %. ELEVATZO~ DX$CHARG~ END A~ 8 ~9.6000 0.0000 0.0300 ~ B &~3.1300 52~.0000 88.3~00 ~ 444.1100 860=0000 132.1Z00 ~ 444.5400 1055.0000 153o8500 __ 8 445.2900 1450.0000 194o9400 9 ENDTBL XSECTN NO. DRAZNAGE AREA Z XSECTN 32 100000 ELEVATZON DZSCHARGE END AREA 8 440.1000 0.0000 O.OOOO dj' 8 443.9400 525.0000 76.7200 8 445.5200 860.0000 108.3600 8 446.3000 1035.0000 123.9100 8 448.1200 1450.0000 160.4900 9 ENDTOL XSECTN NO. DRAZNAGE AREA 2 XSECTN 40 1.0000 ELEVATZON DZSCHARGE END AREA 8 445.0000 O. O00O 0.0000 8 447.2600 525.0000 268.5700 8 447.8500 860.0000 346.0100 8 448.1000 1035.0000 380.0800 ILl' 8 448.6600 1450.0000 456.5700 9 ENDTBL XSECTN NO. DRAXNAGE AREA 2 XSECTN 50 1.0000 ELEVATZON DZSCNARGE END AREA 9 445.0000 0.0000 0.0000 ~ 447.3100 525.0000 271.3500 8 447.9100 860.0000 347.4900 8 448.1700 1035.0000 380.4200 ~ 8 448.7300 1450.0000 455.1800 9 ENDTBL XSECTN NO. DRAZNAGE AREA 2 XSECTN 60 1.0000 ELEVATZON DZSCHARGE END AREA ~ 445.0000 0.0000 0.0000 8 447.3500 490.0000 27~.4200 8 &4:'.960~ 815.0000 349.2800 8 448.2200 98500000 383.0600 8 448.7900 1400.0000 456.0600 9 ENDTBL XSECTN NO. DRAZNAGE AREA 2 XSECTN ?0 1.0000 ELEVATXON DX$CHAR6E END AREA ~ 445.0000 0.0000 0.0000 8 447.3700 490.0000 275.7200 8 447.9900 815.0000 352.0800 ~ 448.~500 985.0000 395.4200 ~ 448.8500 1400.0000 459.1200 9 ENDTBL I I I I I I I I XSECTN NO. DRAINAGE AREA Z XSECTN 72 1.0000 ELEVATION DISCHARGE END AREA $ &45.0000 0o0000 0o0000 4~ 8 447.3800 490.0000 287.1600 8 448°0000 815.0000 .366.0000 6 446.2600 98500000 399.9600 1~"- e 448.8500 1400.0000 476.0100 9 ENDTSL XSECTN NO. DRAINAGE AREA Z XSECTN 80 1.0000 ELEVATION DISCHARGE ENO AREA 8 445.0000 0.0000 O. OOO0 ~, 8 447.4000 490°0000 137o1500 8 448.0000 815.0000 177.0000 6 448°2600 985.0000 195o1500 ~,, 8 448.8500 1400.0000 237.2500 9 ENDTOL XSECTN NO. DRAINAGE AREA Z XSECTN 90 1.0000 ELEVATION DISCHARGE END AREA 8 445.0000 0.0000 0.0000 6 447.5500 490.0000 117.0100 6 446.3200 815.0000 164.0300 8 &48.6900 985.0000 168.0300 ~_ 6 449.8300 1400.0'000 271.4800 9 ENDTBL XSECTN NO. DRAINAGE AREA 2 XSECTN 100 1o0000 ELEVATION DISCHARGE END AREA 9 445.0000 0.0000 0.0000 ~ 6 448.0200 ~90.0000 389.4900 6 448.9000 815.0000 513.4600 8 &49.3000 985.0000 571.6100 ~- 6 450.3500 140000000 729.6500 9 ENDTgL XSECTN NO. DRAINAGE AREA Z XSECTN 110 1.0000 ELEVATION DISCHARGE END AREA 9 445.0000 OoO000 0.0000 6 448.0500 490.0000 465.2900 6 446.9400 815.0000 637.~000 6 449.3400 985.0000 707.6800 ~ 6 450.3900 1400.0000 897.2300 9 ENDTBL XSECTN NO. DRAINAGE AREA Z XSECT# 1ZO 1.0000 ' ;L;V&TTON ~TSC~A~c: ~N~ I~ct I I I I I I I ~ &~$.0000 0o0000 0.0000 ~ ~ &~8.0600 &~O.O00~ ~$6.~100 8 448.9500 700.0000 600.3300 $ &49o3500 840.0000 666o6100 w 8 &S0.&000 1~00o0000 845.1800 9 ENDTBL XSECTN NO. DRAINAGE AREA Z XSECTN 130 1.0000 ELEVATION DISCHARGE END AREA 8 445.0000 0.0000 0.0000 l{r 8 448.0700 &30.O000 397.3200 8 448.9600 700.0000 $Z2.9200 8 &49o3600 840.0000 580.8600 8 450.4100 1200.0000 738.0300 9 ENDTBL XSECTN NO. DRAXNAGE AREA Z XSECTN 140 1.0000 ELEVATION DISCHARGE END AREA 8 445.0000 O. O00O 0.0000 ~ 448.0900 Z90.O000 306.8700 8 448.9800 475.0000 406.4Z00 ~ &49.3500 585.0000 452.5500 ~ 8 450.4400 830.0000 579.0400 9 ENDTBL XSECTN NO. DRAINAGE AREA 2 XSECTN 150 1.0000 ELEVATION DISCHARGE END AREA 8 445.0000 0.0000 0.0000 ~ 448.2300 290.0000 3Z1.8300 $ 449oZ100 475.0000 43Z.4700 8 449.6800 585.0000 486.7800 '- B &$0.9300 830.0000 6&1.7900 9 ENDTBL XSECTN NO. DRAINAGE AREA 2 XSECTN 15~ 1.0000 'ELEVATION DX$CHARGE ENO AREA 8 447.0000 0.0000 0.0000 8 448.2300 290.0000 65.7700 8 449.2100 475.0000 1Z&.2900 8 449.6800 585.0000 154.3600 ~' S 450.9300 830.0000 240.0000 9 ENOTOL XSECTN NO. DRAINAGE AREA Z XSECTN 160 1.0000 ELEVATION DXSC~ARGE END AREA 9 447.0000 O.O00O 0.0000 8 448.7400 290.0000 2?0.0300 8 449.5000 475°0000 392.9300 ~ 449.9500 585.0000 4~6.6000 B 451.1300 830.0000 667.3400 9 ENOTOL I I I I I I I I XSECTN NO. D~AINAGE AREA ~ XSECTN 170 1.0000 ELEVATION DISCHARGE END AREA ~ 4~7.0000 0.0000 O.O000 C S 448.7600 290.0000 165.2000 8 449.5100 475.0000 240.7700 ~ 449.9500 585.0000 267.5400 ~ 8 451.1300 830.0000 418.1400 9 ENOTSL XSECTN NO. DRAINAGE AREA 2 XSECTN 180 1.0000 ELEVATION DISCHARGE END AREA S 447.0000 0.0000 0.0000 ~ $ 448.8700 290.0000 290.9300 8 449.6100 475.0000 412.8200 S 450.0500 585.0000 485.1200 ~ ~ 451.2000 830.0000 683.7700 9 ENDTBL XSECTN NO. DRAINAGE AREA 2 XSECTN 190 1.0000 ELEVATION DISCHARGE END AREA 8 447.0000 O. O000 O.O000 C 8 448.8700 320.0000 254.2500 8 449.6100 550.0000 359.9800 8 4S0.0500 660.0000 424.4900 ~ 8 451.2000 960.0000 598.9200 9 ENDTBL XSECTN NO. DRAINAGE AREA 2 XSECTN 200 100000 ELEVATION DXSCHARGE END AREA 6 447.0000 0.0000 0.0000 ~ 8 448.8900 320.0000 200.7400 6 449.6200 550.0000 284.6800 ~ 450.0600 660.0000 335.8100 ~'- $ 451.2000 960.0000 476.4500 9 ENDTOL XSECT# NO. DRAINAGE AREA 2 XSECTN 210 1.0000 ELEVATION DISCHARGE END AREA S 447.0000 0.0000 0.0000 ~ S 449.Z300 320.0000 46.3500 6 450.0900 550.0000 77.0500 ~ 450.6100 660.0000 98.5Z00 ~ 9 451.6400 960.0000 150.3100 9 ENDTBL XSECTN NO. DRAINAGE AREA 2 XSECTN 2ZO 1.0000 ~LEVATZON I I I I I I I I ~ ~?.0000 O.O~OO 0.0000 3 450.1900 320.0000 76.8300 3 &SO.8?O0 550.0000 10&.3500 9 ~51.1600 660.0000 117.2100 v S &$1.9700 960.0000 157o8800 9 ENDTgL XSECTN NO. DRAINAGE AREA 2 XSECTN 2]0 1o0000 ¢ ELEVATION DISCHARGE END AREA 8 447.0000 0.0000 0.0000 O ~ 4~O.&~O0 320.0000 82.0100 ~ 451.2100 550.0000 112.9200 9 451.5200 660.0000 127.4600 8 452.3100 960.0000 166o6200 9 ENDTBL XSECTH NO. DRAZNA;E AREA Z XSECTN 240 1.0000 ELEVATION DXSCHARGE END AREA 8 447.3000 0.0000 0.0000 8 450.5000 320.0000 ?3.2800 $ 451.2800550.0000 103.6500 8 451.5900 660.0000 116.5600 ~ll 8 452.3800 960.0000 154.4000 9 ENDTBL XSECTH NO. DRAINAGE AREA 2 XSECTN 242 1.0000 ELEVATION DXSCHARGE E#D AREA 8 450.0000 0.0000 0.0000 8 451.4000 320.0000 ?6.9400 ~ 451.9100 550.0000 108.6200 8 452.1200 660.0000 122.1600 ~ 8 452.6900 960.0000 160o4700 9 ENDTSL XSECTN NO. DRAINAGE AREA 2 XSECTN 250 1.0000 ELEVATION DXSCHARG~ END AREA 9 450.0000 O.O00O 0.0000 9 451.8700 320.0000 331.2700 8 ¢52.5000 550.0000 450.1900 ~ 452.7600 660.0000 500.5700 3 453.4100 960.0000 626.4900 9 ENDTgL XSECTN NO. DRAINAGE AREA 2 XSECTN 200 1.0000 ELEVATION DISCHARGE END AREA S 450.0000 0.0000 000000 S 4S1.8800 320.0000 259.3800 S 452.5100 550.0000 351.9900 ~ 452.7700 660.000~ 391.1200 3 453.4200 960.0000 491.0300 3 ~NDTgL XSECTN NO. DRAZNAGE AREA 2 XSECTN 2?0 1.0000 ELEVATZON DZSCHARGE- END AREA 6 &SO.O000 0o0000 0o0000 ~; 8 452.3200 320.0000 44.9500 ~. 8 4S3.0700 550.0000 68.7200 8 453.3600 660.0000 79.2500 ~' 8 454.0500 960.0000 106.4200 9 ENDTOL ~r. TIME INCREME#T & DXMHYD 8 0.0000 0.0300 0.1000 0.1900 0.3100 8 0.4700 0.6600 0.8200 0.9300 0.9900 I 8 1.0000 009900 0.9300 0.8600 0.7800 8 0.6800 0.5600 0.4600 0.3900 0.3300 8 0.2800 0.2410 0.2070 0.1740 0.1470 · 8 0.1260 0.1070 0.0910 0.07?0 0.0660 · 6 0.0550 O.O&70 0.0400 0.0340 0.0290 8 O.OZ$O 0.0210 0.0180 0.0150 0.0130 8 0.0110 0.0090 0.0080 0.0070 0.0060 8 0.0050 0.0040 0.0030 0.0020 0.0010 8 0.0000 0.0000 0.0000 0.0000 0o0000 · 9 ENDTSL COMPUTED PEAK K FACTOR = ~ TZME INCREMENT 5 RAZNFL 1 0.5000 8 0.0000 0.0060 0.0170 0.0260 0.0350 6 0.0450 0.0550 0.0650 0.0760 0.0870 6 0.0990 0.1120 001250 0.1400 0.!560 ~:: 8 0.1740 0.1940 0.2190 0.2540 0.3030 8 0.5150 0.$830 0.6240 0.6540 0.6620 6 0.7050 0.7270 O.?&80 007670 0.7840 ( S 0.8000 0.8160 0.8300 0.8440 0.85?0 8 0.8700 0.8820 0.8930 009050 0.9160 8 0.9260 0.9360 0.9463 0.9550 0.9650 L 6 0.9740 0.9830 0.9920 1.0000 1.0000 9 ENDTBL TIME ZNCREMENT $ RAINFL 2 0.0200 8 0.0000 0.0100 O.OZOO 0.~200 0.0300 8 0.0~00 0.0500 0.0600 0.0700 0.0800 ~ 8 0.1000 0.1100 0.1300 0.1400 0.1700 6 0.1900 0.2200 0.2700 0.3500 004400 s o.5zoo 0.6000 0.6300 0.6600 0.6800 ~ ~ 0.7000 0.7200 0.7400 0.7600 0.7700 8 0.7900 008000 0.8200 0.8300 0.8400 8 0.8500 0.8700 0.8800 0.8900 0.9000 S 0.9100 0.9200 0.9300 0.9400 0.9500 8 0.956? 0.9633 0.9700 0.9800 0.9900 9 1.0000 1.0000 1.0000 1.0000 1.0000 ~ 9 ENDTgL I I I I I I I I I I I I I I I I I I ~ STANDARD CONTROL ZNSTRUCTZONS 6 RUNOFF I I 6 0.1930 83.0000 6 REACH 3 2?0 6 7 100.0000 0o0000 0.00000 0 0,0 0 1 6 ~EACH 3 260 7 6 230.0000 0.0000 O.OOOO0 0 0 0 0 1 6 REACH 3 250 6 7 180.0000 0.0000 0.00000 0 0 0 0 1 6 REACH 3 240 ? 6 1~0.0000 0.0000 0o00000 0 0 0 0 1 6 REACH 3 230 6 ? 190.0000 0.0000 0.00000 0 0 0 0 1 6 REACH 3 220 ? 6 150.0000 0.0000 0.00000 0 0 0 0 6 REACH 3 210 6 7 150.0000 0.0000 0000000 0 0 0 0 1 6 REACH 3 200 7 6 ;10.0000 0.0000 0.00000 0 0 0 0 1 6 REACH 3 190 6 ? 115.0000 0.0000 0.00000 0 0 0 0 1 6 RUNOFF I ~ 6 0.0760 75.0000 6 ADDHYD 4 980 6 7 S 1 I 1 1 0 1 6 REACH 3 180 $ 6 415.0000 0.0000 0.00000 0 0 0 0 1 6 RUNOFF I 3 7 0.0330 80.~000 -' 0.23001 I I 1 0 1 6 ADDHYD 4 970 6 ? 5 I 1 I I 0 1 6 REACH 3 170 5 6 ~70.0000 0.0000 0.00000 0 0 0 0 1 6 REACH 3 160 6 ? 220.0000 0.0000 0.00000 0 0 0 0 1 6 REACH 3 150 ? 6 140.0000 0.0000 0.00000 0 0 0 0 1 6 RUNOFF I 4 7 0.1540 80.0000 -~ 0.460011 I I 0 1 6 ADDHYD 4 960 6 7 $ I I 11 0 1 6 REACH 3 140 5 6 320.0000 0o0000 0o00000 0 0 0 0 1 6 REACH 3 130 6 ? 380.0000 0o0000 0o00000 0 0 0 0 1 6 REACH 3 120 7 6 150.0000 0o0000 0.00000 0 0 0 0 1 6 RUNOFF 1 5 ? 0.0990 83.6000 · 00410011 I I 0 1 6 AODHYD & 950 6 7 5 I I I I 0 I · 6 REACH 3 110 5 6 335.oooo o.oooo o.ooooo 0 O 0 0 1 6 REACH 3 100 6 7 330.0000 0o0000 0.00000 0 0 0 0 1 6 REACH 3 90 ? 6 160.0000 0o0000 0o00000 0 0 0 0 1 6 REACH 3 80 6 7 130.0000 0.0000 0o00000 0 0 0 0 1 6 REACH 3 70 7 6 305.0000 0.0000 0.00000 0 0 0 0 1 6 REACH 3 60 6 7 320.0000 0.0000 0.00000 0 0 0 0 1 6 RUNOFF 1 6 6 0.0870 87.4000 ~ 0.310011 1 1 0 1 6 ADDHYD 4 940 6 7 5 1 11 1 0 1 6 REACH 3 50 5 6 &2S.O000 0.0000 0.00000 0 0 0 0 1 6 REACH 3 40 6 7 115.0000 0.0000 0.00000 0 0 0 O 1 6 REACH 3 30 7 6 120.0000 0.0000 0o00000 0 0 0 0 1 6 REACH 3 20 6 ? 240.0000 0.0000 0.00000 0 0 0 0 6 REACH 3 10 ? 6 1.0000 0.0000 0.00000 O 0 0 0 1 ENDATA ENO OF LZSTZNG ¢ t L. L_ L L I I I I ) I I I I I I I 1 I l EhDC~P SUHMARY TABLE 1 ALT STORM ID DA RAIN ARC DELTA-T TZERO PRECZP PRECZP PEAK-Q PEAK- PEAK- RUNOFF CSR $Q-~I. TBLE HRS. HRS. IN. DURATION CF$ TIME ELEV IN. 4 1 -1 0.19 2 2 0.05 0.00 2.31 0.50 265.37 0.49 0.00 0.91 1374.96 & 1 270 0o19 2 2 0o05 0.00 2.31 0050 26&o73 0.49 451092 0.91 1371.66 4 1 260 0.19 2 2 0.05 0.00 2.31 0.50 252.63 0.54 451.45 0.91 1308095 4 I 250 0.19 2 Z 0005 0.00 2.31 0.50 2&0.92 0.60 451.41 0.91 1248.29 4 I 240 0.19 2 2 0.05 0.00 2.31 0.50 240.12 0.60 449070 0o91 1244,14 4 1 230 0.19 2 2 0.05 0.00 2.31 0.50 238.80 0.61 449,57 0.91 1237.29 4 1 220 0o19 2 2 O.OS 0.00 2.31 0.50 237.76 0.62 449.37 0.91 1231.94 4 1 210 0.19 2 2 O.OS 0.00 2.31 0.50 237.01 0.62 448.65 0.91 1228.05 4 1 200 0.19 2 2 0.05 0.00 2.31 0.50 232.00 0.66 448.37 0.91 1202007 4 1 190 0.19 2 2 0.05 0.00 2.31 0.50 228.86 0.68 448.34 0.91 1185.82 4 1 -2 0.08 2 2 0.05 0.00 2.31 0.50 39.55 0.70 0.00 0.54 320.37 4 1 980 0.27 2 2 0.05 0.00 2.31 0.50 268.38 0.68 0.00 0.81 997.69 4 1 180 0.27 2 2 0.05 0.00 2.31 0.50 244.29 00?9 448.58 0.81 908.15 4 I -3 0.03 2 2 0.05 0.00 2.31 0.50 46.55 0.40 0.00 0.77 1410.64 4 1 9?0 0.30 2 2 0.05 0.00 2.31 0.50 249.03 0.78 0.00 0.80 824.59 4 1 170 0.30 2 2 0.05 0.00 2.31 0.50 245.06 0.82 448.49 0.80 811.47 4 1 160 0.30 2 2 0.05 0.00 2.31 0.50 238.21 0.88 448.43 0.80 788.?8 4 I 150 0.30 2 2 0.05 0.00 2.31 0.50 233.78 0092 447.60 0.80 4 1 -4 o.15 2 z o.os 0.00 2.31 0.50 147.32 0.57 0.00 0.76 956.64 4 1 960 0.46 2 2 0.05 0.00 2.31 0.50 296.24 0.82 0.00 0.79 649.66 4 1 140 0.46 2 2 0.05 0.00 2.31 O.SO 288.06 0.91 448.07 0079 631.70 4 I 130 0.46 2 2 0.05 0.00 2.31 0.50 280.13 1.00 447.00 0.79 614.32 4 1 120 0.46 2 2 0.05 0.00 2.31 0.50 277.38 1.04 446.97 -0079 608.28 4 1 -5 0.10 2 2 0.05 0.00 2.31 0.50 125.40 0.53 0.00 0.95 1266.64 4 1 950 0.55 2 2 0.05 0.00 2.31 0.50 293.41 0.99 0.00 0.82 528.66 4 I 110 0.55 2 2 0.05 0.00 2.31 0.50 289.13 1.07 446.80 0.82 520.95 4 1 100 0.55 2 2 0.05 0.00 2.31 0.50 286.35 1.14 446.7? 0.82 516.oo 4 I 90 0.55 2 2 0.05 0.00 2.31 0.50 236.15 1.15 446.49 0.82 515.59 4 1 80 0.55 2 2 0005 0.00 2o31 0.50 285.9& lo15 446.40 0.82 515.21 4 I ?0 0.55 2 2 0.05 0.00 2.31 0.50 284.59 1.20 446.38 0.82 512.77 4 I 60 0.55 2 2 0005 0.00 2.31 0.50 253.17 1.24 446.36 0.82 510.21 4 1 -6 0.09 2 2 0.05 0.00 2.31 0.50 163.74 0.45 0.00 1.17 1852.01 4 1 940 0.64 2 2 0.05 0.00 2.31 0.50 284.1~ 1.23 0.00 0.87 442.62 4 1 50 0.64 2 2 0.05 0.00 2.31 0.50 282.63 1.29 446.24 0.87 440.23 4 1 40 0.64 2 2 0.05 0.00 2.31 0.50 282.34 1.30 446.22 0.87 439.78 4 1 30 0.64 2 2 0.05 0.00 2.31 0.50 282.22 1.30 441.50 0.87 439.60 4 1 20 0.64 2 2 0.05 0.00 2.31 0.50 281.97 1.31 440.01 0.87 439.21 4 1 10 0.64 2 Z 0.05 0.00 2.31 0.50 281.97 1.31 438.8? 0.87 439.21 4 2 -1 0.19 2 2 0.10 0.00 2.91 1.00 293.9~ 0.66 O.O0 1.38 1523.26 4 2 270 0.19 Z 2 0.10 0.00 2.91 1.00 292.7~ 0.67 452.12 1.38 1516.87 4 2 260 0.19 Z 2 0.10 0.00 2.91 1.~0 279.75 0.72 451.64 1.37 1449.39 4 2 250 0.la 2 2 o.10 0.00 2.91 1.00 261.9~ 0.76 451.53 1.37 1357.44 4 2 240 0.19 2 Z 0.10 0.00 2.91 1.00 260.80 0.77 449.91 1.37 1351.32 4 2 230 0.19 2 2 0.10 0.00 2.91 1.00 259.06 0.?9 449.79 1.37 4 2 220 0.19 2 Z 0.10 0.00 2.91 1.00 257.81 O.SO 449.57 1.37 1335.81 4 Z 210 0.19 2 2 0.10 0.00 2.91 1.00 256.91 0.60 448.79 lo37 1331015 4 2 200 0.19 2 2 0.10 0.00 2.91 1.00 252.66 0.83 448.49 -1.37 1309.14 4 2 190 0.19 Z 2 0.10 0.00 2.91 1.00 250.04 0.84 448.46 1.37 1295.57 4 2 -Z 0.05 2 2 0.10 0.00 2.91 1.00 53.36 0.97 0.00 0.90 702.07 4 Z 960 0.27 Z 2 0.10 0.00 2.91 1.00 297.41 0.66 0.00 lo24 1105.61 4 2 180 0.27 Z 2 0.10 0.00 2.91 1.00 273.73 0.99 448.77 1.24 1017.57 4 2 -3 0.03 2 2 0.10 0.00 2.91 1.00 52.27 0.59 0.00 1.20 1533.97 4 2 970 0.30 2 Z 0.10 0.00 2.91 1.00 296.78 0.97 0.00 1.24 982.71 4 2 170 0.30 2 2 0.10 0o00 2.91 1.00 293.16 1.01 448.77 1.23 9?0072 4 2 160 0.30 2 2 0.10 0.00 2.91 lo00 286.36 1.06 448.72 1.23 948.27 4 2 150 0.30 2 2 0o10 0.00 2.91 1.00 282.78 1.09 448.15 lo23 936.24 4 2 -4 0.15 2 2 0.10 0.00 2.91 1.00 169.73 o.78 0.00 1.1e 11o2.15 4 2 960 0.46 2 2 0.10 0.00 2.91 1.00 408.2~ 1.01 0.00 1.22 895.35 & ~ 140 0.46 2 2 0.10 0.00 ?.91 1.0} 3Q6.S3 1.09 448.60 1.~2 I I I I I I I I I I I I I 130 0o4~ 2 ~ 0.10 0.00 ~.91 1.00 362.&? 1.18 &47.73 1.22 838.75 120 0.46 2 2 0.10 0.00 2.91 1.00 378.64 1.21 &47.6~ 1.22 83003& -5 0.10 2 2 0.10 0.00 2.91 1.00 143.z? 0.72 0.00 1.41 1447.15 950 0.$5 2 ~ 0.10 0.00 2o91 1.00 444.34 1.13 0.00 1.z5 800.62 110 0.55 2 2 0.10 0.00 2.91 1.00 431o37 1.21 447.69 1.25 777.25 100 0.55 2 2 0.10 0.00 2o91 1.00 423°35 1.28 447o61 1.25 762.80 90 0.55 2 Z 0.10 0.00 2.91 1.00 422.56 1.28 447.20 1.25 761.37 80 0.35 2 2 0.10 0.00 2.91 1.00 421.84 1.29 447.0? 1.25 760.06 70 0.55 2 2 0.10 0.00 2.91 1.00 418.15 1.33 447.0Z 1.25 753.48 60 0.55 2 2 0.10 O.OO 2.91 1.00 414.27 1.37 446.99 1.25 746.43 -6 0.09 2 2 0.10 0.00 2.91 1.00 181.85 0.62 0.00 1.69 2090.19 940 0.64 2 2 0.10 0.00 2.91 1.00 430.00 1.29 0.00 1.31 669.79 50 0.64 2 2 0.10 0.00 2.91 lo00 427.27 1.34 446.88 1.31 663.54 40 0.64 2 2 0.10 0.00 2.91 1.00 426.73 1.35 446.84 1.31 664.?0 30 0.64 2 2 0.10 0o00 2.91 1.00 426.45 1.35 442.4? 1.31 664.25 20 0.64 2 2 0.10 0.00 2.91 1.00 425.84 1.37 441.09 1o31 663.30 10 0.64 2 2 0.10 0.00 2o91 1.00 425.83 1.37 440.33 1.31 663.29 -1 0.19 2 2 0.15 0.00 3.57 2.00 313.83 1.04 0.00 1.91 1626.07 2?0 0.19 2 2 0.15 0.00 3.S? 2.00 312.18 1.05 452.26 1.91 1617.53 260 0.19 2 2 0.15 0.00 3.57 2.00 296.21 1.08 451.74 1.91 1534.79 250 0.19 2 2 0.15 0.00 3.57 2.00 280.74 1.10 451.64 1.91 1454.62 240 0.19 2 2 0.15 0.00 3.5? 2.00 278.08 1.11 450.08 1.91 1440.85 23O 0.19 2 2 0.15 0.00 3.5? 2.00 273.?0 1.12 449.94 1.91 1418.11 220 0.19 2 2 0.15 0.00 3.57 2.00 270.47 1.12 449.70 1.91 1401.40 210 0.19 ; 2 0.15 0.00 3.3? 2.00 261.30 1.13 448.82 1.91 1353.89 200 0.19 2 2 0.15 0.00 3.S? 2.00 256.73 1.17 448.52 1.91 1330.19 190 0.19 2 2 0.15 0.00 3.S? 2.00 254.46 1.18 448.49. 1.91 1318.43 -2 0.08 2 2 0.15 0.00 3.S? 2.00 57.35 1.32 0.00 1.35 734.56 980 0.2? 2 2 0.1S 0.00 3.5? 2.00 309.14 1.21 0.00 1.73 1149.23 180 0.2? 2 2 0.15 0.00 3.57 2.00 279.51 1.32 448.80 1.75 1039.09 -3 0.03 2 2 0.15 0.00 3.57 2.00 57.59 0.95 0.00 1.66 1745.06 9?0 0.30 2 2 0.15 0.00 3.$? 2.00 303.63 1.30 0.00 1o74 1003.40 170 0.30 2 2 0.15 0.00 3.$7 2.00 300.24 1.33 448.80 1.75 994.15 160 0.30 2 2 0.15 0.00 3.57 2.00 295.17 1.37 448.?6 1.75 977.38 150 0.30 2 2 0.15 0.00 3.57 2.00 291.97 1.40 448.24 1.75 966.79 -4 0.15 2 2 0.15 0.00 3.$7 2.00 179.15 1.13 0.00 1.69 1163.34 960 0.46 2 2 0.15 0.00 3.~? 2.00 434.2S 1.28 0.00 1.73 952.30 140 0.46 2 2 0.15 0.00 3.57 2.00 422.11 1.38 448.73 1.73 925.68 130 0.46 2 2 0.15 0.00 3.$? 2.00 405.70 1.49 447.90 1.73 889.69 120 0.46 2 Z 0.15 0.00 3.S7 2.00 402.?~ 1.$1 447.87 1.73 883.31 -5 0.10 2 2 0.15 0.00 3.57 2.00 153.84 1.08 0.00 1.97 15~3.94 950 0.55 2 2 0.15 0.00 3.57 2.00 482.06 1.44 0.00 1.77 868.57 110 0.55 2 2 0.15 0.00 3.57 2.00 472.22 1.53 447.94 1.77 850.84 100 0.55 2 2 0.15 0.00 3.57 2.00 464.46 1.59 447.86 1.77 836.86 90 0.55 2 2 0.15 0.00 3.57 2.00 463.65 1.60 447.41 1.77 835.40 60 0.55 2 2 0.15 0.00 3.57 2.00 462.92 1.61 447.27 lo77 834.09 70 0.55 2 Z 0.15 0.00 3.57 2.00 &60.09 1.65 447.23 1.77 829.00 60- 0.55 2 2 0.15 0.00 3.57 2.00 457.12 1.66 447.19 lo77 823.65 -6 0.09 2 2 0.15 0.00 3.57 2o00 174.80 1.00 0.00 2.26 2009.23 940 0.64 2 2 0.15 0.00 3.57 2.00 511.91 1.64 0.00 1.64 797.37 50 0.64 2 2 0.15 0.00 3.S7 2.00 507.8~ 1.69 447.23 1.84 791.03 40 0.64 2 Z 0.15 0.00 3.57 2.00 506.96 1.70 447.18 1.84 789.65 30 0.64 2 2 0.15 0.00 3.57 2.00 506.49 1.70 443.01 1.84 ?88°93 20 0.64 2 2 0.15 0.00- 3.$7 2000 505.50 1.71 441.68 1.84 787.38 10 0.64 2 2 0.15 0.00 3.57 2.00 505.49 1.71 441.14 1.84 787.37 -1 0.19 Z Z 0.20 0.00 3.94 3.00 313.6~ 1.42 0o00 2.26 1626.17 270 0.19 2 2 0.20 0.00 3.94 3.00 311.61 1.42 452.26 2.26 1614.57 260 0.19 2 2 0.20 0.00 3.94 3.00 293.31 1.44 451.72 2.25 1519.72 250 0.19 2 2 0.20 0.00 3.94 3.00 277.69 1.46 451.62 2.25 1438.70 240 0.19 2 2 0.20 0.00 3.94 3.00 274.$4 1.46 4S0.05 2.25 1422.31 230 0.19 2 2 0.20 0.00 3.94 3.00 269.34 1.47 449.90 2.24 1395.36 220 0.19 2 2 0.20 0.00 3.94 3.00 265.$? 1.48 449.65 2.24 1376.01 210 0.19 2 2 0.20 0.00 3.94 3.00 263.05 1.48 448.83 2.24 1362.94 200 0.19 2 2 0.20' 0.00 3.94 3.00 254.07 1.50 448.50 2.24 1316.42 190 0.19 2 2 0.20 0.00 3.94 3.00 241.82 1.52 448.41 2.24 1252.95 -~ 0.06 ~ 2 0.20 0.00 3.94 3.00 s8.63 1.67 0.00 1.62 771.47 I I I I 1 [ 1 ! I I I I I I 9~0 0.27 2 2 0.20 0.00 5.94 3.00 295.7~ 1.56 0.00 2.07 1099.58 1~0 0.27 2 2 0.20 0.00 3.9& 3.00 27&.64 1.66 &&8.77 2.06 1020.98 -3 0.03 2 2 0.20 0.00 3094 3.00 49.85 lo37 0.00 2.01 1310.04 970 0.30 2 2 0.20 0.00 3.94 3.00 297.33 1.63 0.00 2.06 984.$3 170 0.30 2 2 0.20 0.00 3.94 3.00 293.80 1.66 448.78 2.06 9?2.86 160 0.30 2 2 0.20 0.00 3.94 3.00 238.43 1.69 448.73 2.06 955.07 150 0.30 2 2 0.20 0.00 3.94 3.00 281.25 1.71 448.13 2.06 931.3o -4 O.lS 2 2 0.20 o.oo 3.94 3.00 183.56 1.49 o.oo 2°00 1191.93 960 o.46 2 2 o.2o o.oo 3.94 3.00 442.90 1.62 o.oo 2.04 971.27 14o 0.46 2 2 0.20 o.oo 3.94 3.oo 426.03 1.68 449.74 2.o3 934.27 13o 0.46 2 2 o.2o o.oo 3.94 3.00 402050 1.79 447.8? 2.o3 882.68 12o o.46 2 2 0.20 o.oo 3.94 3.oo 329.41 1.~2 447.84 2.o3 875.89 -5 O.lO 2 2 o.2o o.oo 3.94 300o 151.12 1.45 o.oo 2.30 1526.45 950 0.55 2 2 0.20 0.00 3.94 3.00 486.69 1.71 0.00 2.08 876.92 110 0.55 2 2 O.ZO 0.00 3.94 3.00 475.13 1.81 447.96 2.08 8S6.08 100 0.55 2 2 0.20 0.00 3.94 3.00 468.05 1.87 447.88 2.08 843.33 90 0.55 2 2 0.20 0.00 3.94 3.00 466.7? 1.87 447.43 2.08 841.03 60 0.55 2 2 0.20 0.00 3.94 3.0'0 465.59 1.68 447.26 2.08 838.90 ?o o.55 2 z 0.20 o.oo 3.94 3.00 457.47 1.91 447.21 2008 824.2? 60 0.55 2 2 0.20' 0.00 3.94 3.00 493.72 1.95 447.16 2.08 817.51 -6 0.09 2 2 0.20 0.00 3.94 3.00 171.82 1.40 0.00 2.63 1974.94 940 0.64 2 2 0.20 0.00 3.94 3.00 513.57 1.89 0.00 2.13 799.95 50 0.64 2 2 0.20 0.00 3.94 3.00 507.50 1.94 447.23 2.15 790.50 40 0.64 2 2 0.20 0.00 3.94 3.00 $06.49 1.95 447.13 2.15 788.93 30 0.64 2 2 0.20 0.00 3.94 3.00 505.97 1.96 443.00 2.13 788.11 20 0.64 2 2 0.20 0.00 3.94 3o00 504.84 1.97 441.68 2.15 786.36 10 0.64 2 2 0.20 0.00 3.94 3.00 $04.84 1.97 441.13 2.15 786.3~ -1 0.19 2 2 0.25 0.00 4.70 6.00 257.65 2.55 0.00 2.88 1334.98 2?0 0.19 2 2 0.23 0.00 4.?0 6.00 256.43 2.$6 451.86 2.88 1328.63 260 0.19 2 2 0.25 0.00 4.?0 6.00 247.41 2.57 451.45 2.88 1281.89 250 0.19 2 2 0.25 0.00 4.?0 6.00 239.76 2.59 451.40 Z.88 1242.29 240 0.19 2 2 0.29 0.00 4.?0 6.00 237.98 2060 449.68 2.88 1233.04 230 0.19 2 2 0.25 0.00 4.70 6.00 235001 2o61 449.33 2.89 1217.67 220 0.19 2 2 0.25 0.00 4.70 6.00 232.85 2.61 449.32 2.99 1206.47 210 0.19 2 2 0.25 0.00 4.70 6.00 231.40 2.62 448.61 2.89 1198.95 200 0.19 2 2 0025 0.00 4.?0 6.00 223011 2.64 448.32 2.89 1156.02 190 0.19 2 2 0.25 0.00 4.70 6.00 221.30 2.66 448.29 2.89 1146.62 -2 0.0~ 2 2 0.23 O.O0 4.70 6.00 60.81 2.S0 0.00 2.21 800.15 980 0.27 2 2 0.25 0.00 4.70 6.00 2?8.76 2.70 0.00 2.70 1036.29 180 0.2? 2 2 0.25 0.00 4.?0 6.00 262.32 2.77 448.69 2.70 975.15 -3 0.03 2 2 0.25 0.00 4.?0 6.00 43.26 2.49 0.00 2.59 1310.93 970 0.30 2 Z 0.25 0.00 4.70 6.00 Ze8.1S 2.73 0.00 2.69 934.14 170 0.30 Z 2 0.23 0.00 4.70 6.00 294.41 2.76 448.73 2.69 941.76 160 0.30 2 2 0.25 0.00 4.70 6.00 279.74 ~.T8 448.68 2.69 926.28 150 0.30 2 2 0.25 0.00 4.70 6.00 2~6.7S ~.80 448.08 2.69 916.49 -4 0.15 2 ~ 0.Z5 0.00 4.~0 6.00 166.32 ~.67 0.00 2.62 1080.00 960 0.46 2 2 0.25 0.00 4.70 6.00 438001 2.74 0.00 2.67 960.54 140 0.46 2 2 0.25 0.00 4.70 6.00 422.43 2.78 448.73 2.67 926.39 130 0.46 2 2 0.25 0.00 4.70 6.00 403.14 2.84 447.88 2.67 884.07 120 0.46 2 ~ 0.25 0.00 4.?0 6.00 398.02 2.86 447.83 2.67 872.86 -5 0.10 ~ ~ 0.25 0.00 4.70 6.00 177.26 Z.60 0.00 2.94 1285.46 950 0.35 Z 2 0.25 0.00 ~.70 6.00 504.1~ 2.79 0.00 2.72 908.33 110 0.55 2 2 0.25 0.00 4.70 6.00 434.55 2.85 448.02 2.72 873.06 100 O.SS 2 2 0.25 0.00 4.70 6.00 464.1~ 2.90 447.86 2.72 836.37 90 0.55 Z Z 0.25 0.00 4.TO 6.00 462.61 2.91 447.41 2.72 833.53 80 0.55 2 2 0.25 0.00 4.~0 6.00 4~1.23 2.92 44~026 2.72 83100~ 70 0.55 2 2 0.25 0.00 4.70 6.00 456=96 2.96 447.21 2.72 823.35 60 0.55 Z 2 0.25 0.00 4.70 6.00 452.73 2.99 447.17 2.72 815.73 -6 0.09 Z Z 0.25 0.00 ~.?0 6.00 lS7.~S 2.32 0.00' 3.29 15?8.68 940 0.64 2 2 0.25 0.00 4.?0 6.00 524.04 2.86 0.00 2.50 816.26 50 0.64 2 2 0.25 0.00 4.~0 6.00 s10.23 2.92 447.25 2.80 794.75 40 0.64 2 2 0.25 0.00 4.z0 6.00 508.87 2.93 447.1~ 2.80 792.63 30 0.64 2 2 0.25 0.00 4.70 6.00 508.18 ~.94 443.0~ 2.80 791.56 20 0.64 2 2 0.25 0.00 4.~0 6.00 S06.74 2.96 441.6~' 2.80 789.31 10 0.64 2 2 O.ZS 0.00 4.~0 6.00 506.75 2.96 44t.15 ~.80 7~9.30 -1 0.1~ Z Z 0.35 0.00 5.S8 1Z.O0 1~0.0~ 4.86 0.00 3.~Z 933.12 ] I I I I I I ] I I I I ! ] ~?0 0.19 2 2 0.35 0.00 5.58 12.0~ 179.8~ ~.$6 451.30 3.72 951.69 260 0.19 2 2 0.35 0.00 5.58 12.00 177.99 &.$9 451.05 $.71 922.22 250 0.19 2 2 0.55 0.00 $.58 12000 176.36 4.90 451.03 3.71 913.77 240 0.19 2 2 0.35 0.00 5.58 12.00 175.89 4.91 469.06 3.71 911.33 230 0.19 2 2 0.35 0.00 5.S8 12.00 175.08 4.92 448.88 3.71 220 0.19 2 2 0.35 0.00 5.58 12.00 174.48 4.92 &48.74 3o71 904003 210 0.19 2 2 0.35 0.00 5.58 12.00 174.06 &.93 448.21 3.71 901.86 200 0.19 2 2 0.35 0.00 5.58 12.00 172.5~ 4.94 &48.02 3.71 894.19 190 0.19 2 2 0.3~ 0.00 5.58 12.00 171.68 4.95 448.00 3.71 889.54 -2 0.08 2 2 0.35 0.00 5.58 12.00 52.32 5.16 0.00' 2094 688.45 980 0.2? 2 2 0.35 0.00 5.58 12.00 220.31 5.00 0.00 3.49 818.99 150 0.27 2 2 0.35 0.00 5.58 12.00 213.17 5.07 448.37 3.48 792.46 -3 0.03 z 2 0.35 0.00 5.58 12.00 29.66 4.78 0.00 3.38 898.82 9?0 0.30 2 2 0.35 0.00 5.58 12000 239.23 s.02 0.00 3047 792.15 170 0.30 2 2 0.35 0.00 5. se 12.00 236.70 5.04 448.44 3047 783.?? 160 0.30 2 2 0.35 0.00 5.58 12.00 234.01 5.06 448.40 3.47 7?4088 150 0.30 2 2 0.35 0.00 5.56 12.00 232.30 5.07 447.50 3.47 769.20 -4 0.15 2 Z 0.35 0.00 5.58 12.00 128.46 S.O0 0.00 3.43 834.14 960 0.46 2 2 0.35 0.00 5.58 12.00 360.20 5.05 0.00 3.46 789.91 140 0.46 2 z 0.35 0.00 5.58 12.00 352.95 3.09 448.39 3.45 774.01 130 0.46 2 2 0.35 0.00 5.58 12.00 346.10 5.34 447.47 3.45 758.99 120 0.46 2 2 0.35 0.00 5.58 12.00 344.00 5.16 447,45 3.45 -5 0.10 2 2 0.35 0.00 5.58 12.00 92.49 4.93 0.00 3.79 934.29 950 0.55 2 2 0.35 0.00 5.58 12.00 430.95 5.11 0.00 3.51 776.49 110 0.55 2 2 0.35 0.00 5.58 12.00 423057 5.15 447,64 3.51 ?63.18 100 0.55 2 2 0.35 0.00 5.58 12.00 418.20 5.18 447.58 3.51 ?53.52 90 0.55 2 2 0.35 0.00 5.58 12.00 417.00 5.19 447.17 3.51 751.34 80 0.55 2 2 0.35 0.00 5.58 12.00 415.90 5.19 447.04 3.5~ 749.37 ?0 0.S5 2 2 0.35 0.00 5.58 12.00 412.18 5.~1 446.99 3.50 60 0.55 2 2 0.35 0.00 5.58 12.00 408.30 5.24 446.96 3.50 73506? -6 0.09 2 2 0.35 0.00 5.58 12.00 91.82 4.80 0.00 4o16 105S.45 940 0.64 ~ 2 0.35 0.00 5.58 12.00 478.?5 5.16 0.00 3.59 ?43071 50 0064 2 2 0.35 0.00 5.58 12.00 473.69 5.19 447.08 3.59 40 0.64 2 2 0.35 0.00 5.58 12.00 472,31 5.20 447.03 3059 735.68 30 0.64 2 2 0.35 0.00 5.58 12.00 471.59 5.20 442.7? 3.59 734.57 ZO 0.64 2 2 0.35 0.00 5.58 12.00 4~0.03 5.21 441.42 3.59 732.14 10 0.64 2 2 0.35 0.00 5.58 12.00 470.02 5.21 &40.78 3.59 732.12 -1 0.19 Z Z 0.45 0.00 6.49 24.00 116.55 9.69 0.00 4.Sl 603.89 ~70 0.19 2 2 0.45 O.O0 6.49 24.00 116.50 9.69 450.84 4.51 603.64 260 0.19 2 2 0.45 0.00 6.49 24.00 116.15 9.70 450.68 4.51 601.96 2~0 0.19 2 2 0.4~ 0.00 6.49 24.00 115.89 9.70 450068 4.51 600.4? ~40 0.19 2 2 0.45 0.00 6.49 24.00 115.80 9.70 448.46 4o51 600.02 230 0.19 2 ~ 0.45 0.00 6.49 ~4.00 115.65 9.70 448.24 4.51 599.~4 220 0.19 2 2 0.45 0.00 6.49 ~4.00 115.~4 9.?0 448.1S 4.51 598.65 210 0.19 2 2 0.45 0.00 6.49 24.00 115.46 9.?0 447.80 4o51 598.24 200 0.19 2 2 0.45 0.00 6.49 24.00 115.17 9070 447.68 4.51 596074 190 0.19 ~ ~ O.~S 0.00 6.49 Z4.O0 114.99 9.71 447.67 4.5~ -2 0.0~ Z ~ 0.45 O.CO 6.49 ~4.00 - 35.8~ 9.87 0.00 3.71 471.27 980 0.27 2 2 0.45 0,00 6.49 24.00 150.55 ~.73 0.00 ~.29 559.65 lS0 0.27 2 2 0.45 0.00 6.49 24.00 149.11 9.~ 44~.96 4.29 -3 0.03 2 2 0.45 0.00 6.49 24.00 19.20 9.71 0.00 4o13 581.77 970 0.30 2 2 0.45 0.00 6.49 24.00 168.29 9.74 0.00 4.~7 170 0.30 2 ~ 0.45 0.00 6.49 24.00 167.64 9.75 448.02 4.27 555.10 160 0.30 Z 2 0.45 0.00 6.49 24.00 166.96 9.76 448.00 4.2-7 552.85 150 0.30 2 2 0.45 0.00 6.49 24000 166.50 9.?6 446.85 4.~7 551031 -4 0.15 2 2 0.45 0.00 6.49 24.00 85.30 9.71 0.00 4.Z3 553.91 960 0.46 2 2 0.45 0.00 6.49 24.00 251.72 9.75 0.00 4.26 552.01 140 0.46 2 2 0.45 0.00 6.49 24.00 249.94 9.76 44?.66 4.26 548.12 130 0.46 2 2 0.45 0.00 6.49 24.00 247.93 9.79 446.?? 4.26 543.70 120 0.46 2 2 0.45 0.00 6.49 24.00 247.21 9.S0 446076 4026 542.13 -5 0.10 ~ 2 0.~5 0.00 6.49 24.00 S9.89 9.68 0.00 4.61 604.96 950 0.55 2 2 0.45 0.00 6.49 24.00 Soc.71 9.?7 0.00 4.32 552.63 11o 0.ss 2 2 0.45 0.00 6.49 24.00 304.50 9.z9 446.90 4.32 548.65 100 0.55 2 2 0.45 0.00 6.49 ~4.00 302.73 9.81 446.8~ 4.32 545.46 ~0 0.55 2 2 0.45 0.00 6.49 24.00 302.30 9.~2 446.57 4.32 544.69 gO 0.55 ) ~ O.4S O.OO 4.49 )4.00 301.91 9. S~ 446.4N 4.3) 70 0.55 Z 2 0.45 0.00 6=49 24.03 300.$3 9.~4 446.45 4.52 541=5~ -6 0.09 2 Z 0.45 0.00 6.49 24.00 S7.23 9.68 0.00 4.98 658.05 940 0.64 2 2 0.45 0.00 6.49 24.00 355.24 9=80 0.00 4.41 553.33 50 0.64 2 2 0.45 0.00 6.49 24.00 3{3.02 9.82 446.55 4.41 549.88 40 0.64 2 2 0.45 0.00 6.49 24.00 352.42 9.83 446.52 4.41 348.94 30 0.64 2 2 0.45 O.O0 6.49 24.00 352.11 9.83 441.97 4.41 548.46 20 0.64 2 2 0.45 0.00 6.49 24.00 351.43 9.84 440.33 4.41 347.40 10 0.64 2 2 0.45 0.00 6.49 24.00 351.4] 9.84 439.57 4.41 547.39 -1 0.19 2 2 0=05 0.00 2.68 0.$0 3~7o15 0=48 0=00 1.19 1798.68 270 0.19 2 2 0.05 0.00 2.68 0.$0 346.30 0.48 452.41 1.19 1794.Z9 260 0.19 2 2 0.05 0.00 2.68 0050 330.45 0.54 451.91 1.19 1712.16 250 0.19 2 2 0.05 0.00 2.68 0.50 314.91 0.59 431.84 1.19 1632.00 240 0.19 2 2 0.05 0.00 2068 0.50 313.92 0.59 450.44 1.19 1626.$5 230 0.19 2 2 0.05 0.00 2.68 0.50 312.21 0.60 450.36 1.19 1617.69 220 0.19 2 2 0.05 0.00 2.68. 0.30 310.89 0.61 450.10 1.19 1610.81 210 0.19 2 2 0.05 0.00 2.68 0.50 309.92 0.62 449.16 1.19 1605.80 200 0.19 2 2 0.05 0.00 2.68 0.50 .303.22 0.63 448.79 1.19 1571.11 190 0.19 2 2 0.05 0.00 2.68 0.50 299.4~ 0.67 448.?S 1.19 1551.69 -2 0.08 2 2 0.05 0.00 2.68 0.$0 55.66 0.67 0.00 0.76 732o31 980 0.2? 2 2 0.05 0.00 2068 0.50 355.13 0.67 0.00 1.07 1320.18 180 0.27 2 ~ 0.05 0.00 2.68 0050 323.48 0.?9 449.00 1.07 1202.54 -3 0°03 2 2 0.05 0.00 2.68 0.50 62.82 0.39 0.00 1.02 1903.63 9?0 0.30 2 2 0.05 0.00 2.68 0.50 330.11 0.77 0.00 1.06 1093.09 170 0.30 2 2 0.05 0.00 2.68 0.50 325.04 0.81 448.90 1.06 1076.30 160 0.30 2 ~ 0.05 0.00 2.68 0.50 316.11 0.87 448.85 1.06 1046.72 150 0.30 2 2 0.05 0.00 2.68 0.50 310.22 0.91 448.34 1.06 1027.21 -4 0.15 2 2 0005 0.00 2.68 0050 197.49 0.56 0.00 1.01 1282.40 960 0.46 2 2 0.05 0.00 2.68 0.50 395.91 0.81 0.00 1.05 868.21 140 0.46 2 2 0005 0.00 '2.68 0.50 386.20 0.89 448.55 1.05 846.93 130 0.46 2 2 0.05 0.00 2.68 0.50 3?5.40 0.99 447.68 1.05 823.~4 1~0 0.46 2 Z 0.05 0.00 2.68 0.50 371.64 1.03 447.64 1.05 814.99 -5 0.10 2 2 0.05 0.00 2.68 0.50 163.47 0.52 0.00 lo23 1611.24 950 0.55 2 2 0.05 0.00 Z.68 0.50 394.15 0.97 0.00 1.08 710.19 110 0.55 2 Z 0.05 0.00 Z.68 0.50 388.30 1.05 447.42 1.08 699.64 100 0.55 2 Z 0.05 0.00 Z.68 0.50 384.40 1.12 447.3? 1.08 692.61 90 0.55 2 2 0.05 0.00 2.68 Q.50 384.16 1.13 447.00 1.08 692.18 SO 0.55 2 2 0.05 0.00 2.68 0.$0 383.8~ 1.14 446.80 1.08 691.67 70 0.55 2 2 0.05 0.00 2.68 0.50 381.99 1.18 446085 1.08 688.27 60 0.55 2 2 0.05 0.00 2.68 O.SO 380.01 1.23 446.82 1.08 684.71 -6 0.09 2 2 0.05 0.00 2.68 0.50 208.00 0.44 0.00 1.49 2390.83 940 0.64 2 2 0.05 0.00 2.68 0.50 381.39 1.22 0.00 lo13 $94°07 50 0.64 2 2 0.05 0.00 2.68 0.50 379.2S 1.27 446.67 1.13 390°?3 40 0.64 2 2 0.05 0.00 2.68 0.50 378.91 1.28 446.63 1.13 590.21 30 0.64 2 2 0.05 0.00 2.68 0.50 378.75 1.29 442.15 1.13 589.95 20 0.64 2 2 0.05 0.00 2.68 0.50 378.41 1.30 440.73 1.13 589.42 10 0.64 2 2 0.05 0.00 ~.68 0.50 3?8.40 1.30 439.85 1.13 5~9.41 -1 '0.19 2 2 0.10 0.00 3.40 1.00 384.66 0.65 0.00 1o78 1993.06 270 0.19 2 2 0.10 0.00 3.40 1.00 382.85 0.66 452.52 1.78 1983.69 260 0.19 2 2 0.10 0.00 3.40 1o00 366.18 0.71 452.01 lo77 1897.29 250 0.19 2 2 0.10 0.00 3.40 1.00 348.49 0.75 451095 lo77 1805.63 240 0.19 2 2 0.10 0.00 3.40 1.00 341.07 0.76 450.57 1.?? 1767.22 230 0.19 2 2 0.10 0.00 3.40 1.00 338.47 0.77 450.50 1.77 1753.71 220 0.19 Z 2 0.10 0.00 -3.40 1.00 336.66 0.78 450.24 1.77 1744.35 210 0.19 2 2 0.10 0.00 3.40 1.00 335.&3 0.79 449.29 1.?7 1737.96 200 0.19 2 2 0.10 0.00 3.~0 1.00 329.91 0.82 448.92 1.77 1709.36 190 0.19 2 2 0.10 0.00 3.40 1.00 326.55 0.83 448.89 1.77 1691.95 -2 0.08 2 2 0.10 0.00 3.40 1.00 73.05 0.95 0.00 1.23 961.25 980 0.27 2 2 0.10 0.00 3.40 1.00 395.41 0.95 0.00 1.62 1469.94 180 0.27 2 2 0.10 0.00 3.40 1.00 360091 0.97 449.15 1.62 1341.69 -3 0.03 2 2 0.10 0.00 3.40 1.00 69.95 0.58 0o00 1.38 2119.64 9?0 0.30 2 2 0.10 O.OO 3.40 1.00 391.06 0.95 0.00 1.62 1294.89 170 0.30 2 2 0.10 0.00 3.40 1.00 386.35 0.99 449.15 1.61 1279.29 160 0.30 2 2 0.10 '0.00 3.40 1.00 378.55 1.03 449.10 1.61 1253.57 150 0.30 2 2 0.10 0.00 3.40 1o00 373.05 1.06 448.6? 1.61 1235.39 -4 0.15 2 2 0.10 0.00 3.40 1.00 ~5.8~ 0.?? 0.00 1.55 1466.63 I ! I I I I I I I I I I I 1 9~0 0.4~ ~ 2 0.10 0.00 ~.~0 1.00 S~0.4~ 0.~9 0.00 1.$9 118~.16 140 0.46 2 Z 0.10 0.00 3.40 1.00 527.41 1.~6 449.17 1.59 1156.5~ 130 0.46 2 2 0.1~ 0.00 3.40 1.00 509.82 1.1& 448.33 1.59 1118.02 120 0.46 2 2 0.10 0.00 3.&O 1.00 $04.67 1.17 448.31 1.59 1106.74 -5 0.10 2 2 0.10 0.00 3.40 1.00 186.40 0.71 0.00 1.82 1882.80 950 0.55 2 2 0.10 0.00 3.&O 1.00 594.25 1.10 0.00 1.63 1070.73 110 0.55 2 2 0.10 0.00 3.40 1.00 577.53 1.18 448.29 1.63 1040.60 100 0.55 2 2 0.10 0.00 3.40 1.00 $67.12 1.2& &48.23 1.63 1021.85 90 0.55 2 2 0.10 0.00 3.40 1.00 565.82 1.25 447.73 1.63 1019.50 SO 0.55 2 2 0.10 0.00 3.40 1.00 564.84 1.26 447.54 1.63 1017.72 ?0 0.55 2 2 0.10 0.00 3.40 1.00 560.08 1.29 447.50 1.63 1009.15 60 0.55 2 2 0.10 0.00 $.40 1.00 555.03 1.33 447.&? 1.63 1000.05 -6 0.09 2 2 0.10 0.00 3.&O 1.00 231.03 0.62 0.00 2.13 2655.55 940 0.64 2 2 0.10 0.00 3.40 1.00 581.45 1.25 0.00 1.70 905.68 50 0.64 2 2 0.10 0.00 3.40 1.00 576.24 1.31 447.40 1.70 897.57 40 0.64 2 2 0.10 0.00 3.40 1.00 575.41 1.31 447.35 1.70 896.28 30 0.64 2 2 0.10 0.00 3.40 1.00 574.98 1.32 443.28 1.?0 895.61 20 0.64 2 2 0.10 0.00 3.40 1.00 S74.07 1.33 441.91 1.70 894.19 10 0.64 2 2 0.10 0.00 3.40 1o00 574.07 1.33 441,34 1.70 894.18 -1 0.19 2 2 0.15 0.00 4.20 2.00 407.62 1.04 0.00 Z.45 2112.02 27O 0.19 2 2 0.15 0.00 4.20 2.00 405.59 1.04 452.60 2.45 2101.49 260 0.19 2 2 0.15 0.00 4.20 2.00 386.59 1.07 452.06 2.45 2003.08 250 0.19 2 2 0.15 0.00 4.20 2.00 367.78 1.09 452.00 2.45 1905.58 240 0.19 2 2 0.15 0.00 4.20 2.00 364.41 1.10 450.65 2.45 1888.11 230 0.19 2 2 0.15 0.00 4.20 2.00 358.81 1.11 450.57 2.45 1859~10 220 0.19 2 2 0.15 0.00 4.20 2.00 354.63 1.11 450.29 2.45 1837.58 210 0.19 2 2 0.15 0.00 4.20 2.00 351082 1.12 449.35 2.45 1822.88 200 0.19 2 2 0.15 0.00 4.20 2.00 334.91 1.1S 448.94 2.46 1735.27 190 0.19 2 2 0.15 0.00 4.20 2.00 331.?s 1.1? 448.91 2.46 1718.91 -2 0.08 2 2 0.15 0.00 4.20 2.00 78.86 1.29 0.00 1.81 1037.63 980 0.2? 2 2 0.15 0.00 4.20 2.00 407.2S 1.19 0.00 2.27 1513.93 180 0.27 2 2 0.15 0.00 4.20 2.00 369.5S 1.30 449.19 2.28 1373.92 -3 0.03 2 2 0.15 0.00 4.20 2.00 ??.17 0.94 0.00 2.16 2338.41 9?0 0.30 2 2 0.15 0.00 4.20 2.00 405.21 1.27 0.00 2026 1341.76 170 0.30 2 2 0.15 0.00 4.20 2.00 396.74 1.31 449.19 2.26 1313.70 160 0.30 2 2 0.15 0.00 4.20 2.00 390.26 1.35 449.15 2.27 1292.26 150 0.30 2 2 0.15 0.00 4.20 2.00 386.43 1.37 448.74 2.27 1279.56 -4 0.1S 2 2 0.15 0.00 4.20 ~.00 246.29 1.12 0.00. 2.20 1599.27 960 0.46 2 2 0.15 0.00 4.20 2.00 586.99 1.26 0.00 2.25 1287.27 140 0.46 2 2 0.15 0o00 4.20 2.00 563.94 1.34 449.30 2.25 1236.70 130 0.46 2 2 0.15 0.00 4.20 2.00 541.66 1.43 448.44 2.25 1187.85 120 0.46 2 2 0.15 0.00 4.20 2.00 537.31 1.46 448.41 2.25 1178.32 -5 0.10 2 2 0.15 0.00 4.20 2.00 199.68 1.07 0.00 2.51 2016.94 950 0.55 2 2 0.15 0.00 4.20 2.00 648.05 1.39 0o00 2.29 1167.66 110 0.55 2 2 0.15 0.00 4.20 2.00 631.28 1.48 448.44 2.29 1137.44 100 0.55 2 2 0.15 0.00 4.20 2.00 623.05 1.54 448.35 2.29 1122.67 90 0.$$ 2 2 0.15 0.00 4.20 2.00 621.87 1.S4 447.86 2.29 1120.48 80 0.$$ 2 2 0.15 0.00 4o20 2.00 620.75 1.55 447.64 2.29 1118.4? 70 O.SS 2 2 0.15 0.00 4.20 2.00 614.03 1.58 447.61 2.29 1106.35 60 0.55 2 2 0.15 0.00 4.20 2.00 609.76 1.62 447.57 2.29 1098.66 -6 0009 2 2 0.15 0.00 4.20 2.00 22007~ 0.99 0.00 2o~3 2337.68 940 0.64 2 2 0.15 0.00 4.20 2.00 680.76 1.58 0.00 2.37 1060.37 50 0.64 2 2 0.15 0.00 4.20 2.00 675.53 1.63 447.58 2.37 1052.26 40 0.64 2 2 0o15 0.00 4.20 2.00 674.39 1.64 447052 2.37 1050.44 30 0.64 2 2 0.15 0.00 4.20 2.00 673.77 1.64 443.57 2.37 1049.49 20 0.64 2 2 0.15 0.00 4.20 l. OO 672.50 1.6} 442.06 2.37 1047.51 10 0.64 2 2 0.15 0.00 4.20 2.00 672.49 1.65 441.34 2.37 1047050 -1 0.19 2 2 0.20 0.00 4.58 3.00 396.74 1.41 0.00 2.52 2055.65 270 0.19 2 2 0.20 0.00 4.58 3.00 394.05 1.42 452.56 2.82 2041.72 260 0.19 2 2 0.20 0.00 4.58 3.00 372.60 1.43 452.02 2.82 1930.59 250 o.19 2 2 0.20 0.00 4.s8 3.00 353.76 1.&5 451.96 2.81 1832.94 240 o.19 2 2 o.2o o.oo 4.se 3.00 349.88 1.46 450.60 2.81 1812,85 230 o.1~ 2 2 o.zo o.oo 4.58 3. oo 343.43 1.46 450.52 2o81 1779.43 220 0.19 2 2 0.20 0.00 4.58 3.00 358.72 1.47 450.25 2.81 1755.05 210 0.19 2 2 0.20 0.00 4.58 3.O0 335.55 1.47 449.29 2.81 1738.62 2~0 0.19 2 2 0.20 0.00 4.$8 3.00 3~4.1~ 1.49 446.90' 2.~1 1679.74 190 0.19 2 2 0.20 0.00 4.58 3.00 307.40 1.50 448.80 2.61 1592.73 -2 0.08 2 Z 0.20 0.00 &.S8 3.00 ?8.42 1.66 0.00 2.11 1031.87 980 0.27 2 2 0.20 0.00 4.58 3.00 379.26 lo55 0.00 2.61 1409.88 180 0.27 2 2 0,20 0.00 4,58 3.00 354,03 1,64 449,13 2,60 1316,09 -3 0.03 2 2 O.ZO 0.00 4.58 3.00 63.67 1.36 0.00 2.55 1929.31 920 0.30 2 2 0.20 0.00 4.58 3.00 333.42 1.61 0.00 2.60 1269059 lZ0 0.30 2 2 0.20 0.00 4.58 3.00 378.99 1.64 449.12 2.60 1234095 160 0.30 2 2 0,20 0,00 4,58 3.00 372,44 1,67 449,08 2060 1233,23 150 0.30 2 2 0.20 0.00 4.58 3.00 368.18 1.69 448.64 2.60 1219.12 -4 0.15 2 2 0.20 0000 4.58 3.00 238.35 1.48 0.00 2.54 1547.72 960 0,46 2 Z 0.20 0.00 4,58 3,00 573,19 1,61 0000 2,58 1257,00 140 0.46 2 2 0.20 0,00 4.58 3,00 553.84 1,66 449,27 2,57 1218,96 130 0.46 2 2 0,20 0.00 4,58 3.00 522,80 1,75 448,38 2,57 1146,S0 120 0.46 2 2 0,20 0.00 4,58 3000 518,62 1,78 448,35 2,37 1137,32 -5 0,10 Z 2 0,20 0,00 4,58 3.00 191,15 1,44 0000 2,87 1930,76 950 0.55 2 2 0.20 0,00 4.58 3.00 645.00 1.68 0.00 2.63 1162.16 110 0.55 2 2 0,20 0,00 4,$8 3.00 618,59 1,77 448,40 2,62 1114,$8 100 0.35 Z 2 0.20 0.00 4.58 3.00 609.56 1.83 448.34 2.62 1098.30 90 0,55 2 2 0,20 0,00 4,58 3.00 607.92 1,83 447,83 2,62 1093.35 80 0.55 2 2 0.20 0.00 4.58 3.00 606.41 1.84 447.61 2.62 1092.64 70 0.55 2 Z 0.20 0.00 4.58 3.00 600.96 1.87 447.58 2.62 1082.82 60 0,55 Z 2 O.ZO 0,00 4,58 3,00 594,78 1,90 447,33 2,62 1071,68 -6 0.09 Z 2 0,20 0,00 4,58 3,00 211,21 1,39 0,00 3,23 2427,65 940 0.64 2 2 0.20 O.O0 4.58 3.00 667.36 1.85 0.00 20?0 1039.50 50 0064 2 2 0.20 0.00 4.58 3.00 660.30 1.89 447055 2070 1028.51 40 0.64 2 2 0,20 0.00 4,58 3,00 658,73 1,89 447,50 2,70 10Z6,06 30 0,64 2 2 0.20 0,00 4.58 3.00 657,92 1,90 443,52 2,70 1024,79 20 0,64 2 2 0,20 0.00 4.58 3.00 654,41 1.91 442,03 2,70 1019,33 10 0.64 2 2 0.20 0.00 4.58 3.00 654.40 1.91 441.34 2070 1019.32 -1 0.19 2 2 0,25 0,00 5.60 6,00 332,03 2,55 0,00 3,69 1724,52 270 0,19 2 2 0,25 0.00 5.60 6,00 331,31 2,55 452,36 3069 1716,61' 260 0,19 2 2 0,25 0,00 5.60 6.00 320,04 2,57 451,88 3,69 1658,26 250 0.19 Z Z 0,25 0,00 5,60 6,00 310,39 2,58 451,81 3,70 1608,22 240 0,19 2 2 0,25 0.00 5.60 6.00 308,12 2,59 450.38 3,70 1596,47 230 0.19 2 2 0.25 0,00 5,60 6,00 304,34 2,60 450027 3,70 1576,90 220 0.19 2 2 0,25 0,00 5,60 6.00 301,58 2,60 450.01 3,?0 1562,58 210 0,19 2 2 0.25 0,00 5.60 6.00 299.72 2,61 449,09 3,70 1552,94 200 0.19 2 2 0.25 0,00 5.60 6,00 268,22 2.63 448,?0 3.?0 1493,37 190 0,19 2 2 0.25 0.00 5.60 6.00 265,80 2,64 448,67 3,70 1480,85 -Z 0.08 2 2 0.25 0,00 5,60 6.00 83,03 2,79 0.00 2,95 1092,53 980 0,27 2 2 0,25 0,00 5,60 6000 364,33 2,68 0,00 3,49 1354,37 180 O.2T 2 2 0.25 0.00 5.60 6.00 344,73 z.76 449,09 3,49 1281.52 03 0,03 2 2 0,25 0,00 5.60 6.00 56,57 2,49 0,00 3,37 1714,38 970 0.30 2 2 0,25 0,00 5060 6,00 378,91 2,72 0,00 3,48 1254,68 170 0.30 2 2 0025 0,00 5.60 6.00 3?4,23 2,74 449010 .3,48 1239,16 160 0.30 2 2 0.25 0.00 5.60 6.00 368.48 2.76 449.06 3048 1220.13 150 0.30 2 2 0,25 0,00 5.60 6,00 364,86 2,78 448,63 3,48 1208,14 -4 0.15 2 2 0.25- 0.00 5.60 6.00 218.31 2.65 0.00 3.41 1417.57 960 0.46 2 2 0,25 0.00 5,60 6,00 576,89 2,72 0.00 3,46 1265,10 140 0.46 2 2 0,25 0,00 5,60 6,00 560,27 2,76 449,29 3,46 1228,65 130 0,46 2 2 0,25 0,00 5,60 6.00 537.47 2,82 448,42 3,46 1178,66 120 0.46 2 2 0.25 0.00 5.60 6.00 $30.93 2.83 448.39 3.46 1164.43 -5 0.10 2 2 0.25 0.00 5.60 6.00 164.05 2.59 0.00 3.76 1657006 950 0.55 2 2 0,25 0,00 5,60 6.00 669,59 2.77 0,00 3o51 1206,47 110 0.55 2 2 0.25 0.00 5.60 6.00 646.43 2.82 448.48 3.51 1164.74 100 0,55 2 2 0,25 0,00 5.60 6.00 630.08 2,86 448,40 3,52 1135.28 90 0.55 Z 2 0,25 0,00 5,60 6.00 626,94 2,87 447,87 3.52 1129,62 80 0,55 2 2 0.25 0,00 5,60 6.00 624,13 2,87 447,65 3,52 1124,56 70 0,55 2 2 0025 0.00 5,60 6.00 607,33 2,91 447,59 3.52 1094,29 60 .0-55 2 2 0.25 0,00 5.60 6,00 601.43 2,95 447,56 3,52 1083,65 -6 0,09 Z 2 0,25 0,00 5,60 6,00 172,56 2,51 0,00 4,14 1983,46 940 0.64 Z 2 0.25 0,00 5,60 6.00 699,70 2,64 0,00 3,60 1089,88 50 0.64 2 2 0.25 0.00 5.60 6.00 689.26 2.87 447.60 3.60 1073.61 40 0.64 2 Z 0.~$ 0.00 5.60 6.00 677.47 2.89 447.$3 3.60 1055.26 30 0,64 2 2 0,23 0,00 5,60 6.00 676,36 2089 443,57 3,60 1053,52 ?0 0.64 Z 2 0.25 0.00 ~.~0 ~.00 674.13 2.9~ 442.06 3.60 IOSO.OS 3 S 10 0.64 2 2 0.25 0.00 $.00 6.00 674.12 2.91 441.34 3.60 1050.03 '"' 3 6 -1 0.19 2 2 0.35 0.00 6.56 12.00 224.45 4.84 0.00 4.63 1162.94 3 6 270 0.19 2 2 0.35 0.00 6.56 12.00 22&.11 4.85 451.62 4.63 1161.21 3 6 260 0.19 2 2 0035 0o00 6.56 12.00 221.90 4.87 451.30 4.63 1149.75 ~ 3 6 250 0.19 2 2 0.35 0.00 6.56 12.00 219.94 4.89 451.29 4.62 1139.57 3 6 240 0.19 2 2 0.35 0.00 6.56 12.00 219.37 4.89 449.49 4.62 1136.63 3 6 230 0.19 2 2 0035 0.00 6.56 12000 218.40 4.90 449.35 4.62 1131.63 · 3 6 220 0.19 2 2 0.35 0.00 6.56 12.00 217.67 4.91 449.17 4.62 1127.85 3 6 210 0.19 2 2 0.35 0.00 6.56 12000 217017 4.91 448.51 4.62 1125.23 3 6 200 0.19 2 2 0035 0.00 6056 12.00 215.39 4.93 448.27 4°62 1116.00 · 3 6 190 0.19 2 2 0.35 0.00 6.56 12o00 214031 4094 468.25 4.62 1110.40 3 6 -2 0.08 2 2 0°35 0.00 6.56 12.00 67.85 5.14 0000 3.78 3 6 980 0.27 2 2 0.35 0o00 6056 12.00 277.89 4.99 0.00 4.38 1033.04 · 3 6 180 0.27 2 2 0.35 0.00 6.56 12.00 269.11 5.05 448.74 4.37 1000.39 3 6 °3 0.03 2 2 0.35 0.00 6.56 12.00 37.4S 6.77 0.00 4.25 1134.92 3 6 970 0.30 2 2 0.35 0.00 6.56 12.00 302.19 5.00 0.00 4.36 1000.64 3 6 170 0.30 2 2 0.35 0.00 6.56 12.00 299.09 5002 448.80 4.36 990.35 3 6 160 0.30 2 2 0.35 0.00 6.56 12.00 295.77 5.04 448.76 4.36 979.36 3 6 150 0.30 2 2 0.35 0.00 6.56 12.00 293.63 5.06 448.25 4.36 972.29 · 3 6 -4 0.15 2 2 0.35 0.00 6.56 12.00 162.43 4.98 0.00 4.32 1054.77 3 6 960 0.46 2 2 0.35 0.00 6.56 12.00 455.33 5.03 0.00 4.35 998.52 3 6 140 0.46 2 2 0.35 0.00 6.56 12.00 446.84 5.07 648.84 6.34 979.92 · 3 6 130 0.46 2 2 0.35 0.00 6.36 12.00 437.88 5.12 448.10 4.34 960.27 3 6 120 0.46 2 2 0.35 0.00 6.56 12.00 435.30 5.14 448.08 4.34 954.61 3 6 -5 0.10 2 2 0.35 0.00 6.56 12.00 114.95 4.91 0.00 4.71 1161.13 3 6 950 0055 2 2 0.35 0.00 6.56 12.00 543.61 5009 0.00 4.40 979.48 3 6 110 0.55 2 2 0.35 0.00 6.56 12.00 534.74 5.13 448.17 4.40 963.49 3 6 100 0.55 2 2 0.35 0.00 6.56 12.00 528.24 5.16 448.12 4.40 951079 g 3 6 90 0.55 2 2 0.35 0.00 6.56 12.00 526.77 5.17 447.64 4.40 949.14 3 6 80 0.35 2 2 0.35 0.00 6.56 12.00 525.44 5.17 447.47 4.40 946.74 3 6 70 0.55 2 2 0.35 0.00 6.56 12.00 520.93 5.19 447.43 4040 938.62 C 3 6 60 0.55 2 2 0.35 0.00 6.56 12.00 516.23 5.22 447.40 4.40 930.15 3 6 -6 0.09 2 2 0.35 0.00 6.56 12.00 112.21 6.78 0.00 S.10 1289.82 3 6 940 0.64 2 2 0.35 0.00 6.56 12.00 603.08 5.14 0.00 4.49 939.38 C~ 3 6 50 0.64 2 2 0.35 0.00 6.56 12.00 596.94 5.17 447.44 4.49 929.81 3 6 40 0.64 2 2 0.35 0.00 6.56 12.00 595.25 5.18 447.38 4049 927.18 3 6 30 0.64 2 2 0.35 0.00 6.56 12.00 594.38 5.18 463.33 4.49 925.83 3 6 20 0.64 2 2 0.35 0.00 6.56 12.00 592.50 5.19 441.93 4.49 922.90 3 6 10 0.64 2 2 0.35 0.00 6.56 12.00 592.49 5.19 441.34 4049 922.88 3 7 -1 0.19 2 2 0.45 0.00 7.70 24.00 144.57 9.68 0.00 5.65 749.09 ~ 3 7 270 0.19 2 2 0.45 0.00 7.70 24.00 144.53 9.68 451.05 S.65 748.84 3 7 260 0.19 2 2 0.45 O.O0 7.70 24.00 144.20 9.68 450.85 . 5065 747.16 3 7 250 0.19 2 2 0.45 0000 7070 24.00 143.91 9.68 450.84 5.65 745.63 ~ 3 7 240 0.19 2 2 0.45 0.00 7.70 24.00 143.82 9068 448.74 5.65 745.17 3 7 230 0.19 2 2 0.45 O.OO 7.70 24.00 143.66 9.68 448.54 5.65 744.38 3 7 220 0.19 2 2 0.45 0.00 7.70 24.00 143.55 9.69 448043 3.65 743.76 lb 3 7 210 0.19 2 2 0.45 0.00 7.70 24.00 143.46 9.69 468.00 5.65 743.34 3 7 ZOO 0.19 2 2 0.45 0.00 7.?0 24.00 143.16 9.69 447.85 5.65 741.78 3 7 190 0.19 2 2 0.45 0.00 7.70 24.00 142.95 9.69 447.84 5.65 740.81 3 7 -2 0.08 2 2 0.45 0.00 7.70 24.00 46.26 9.82 0.00 4.79 608.74 3 7 980 0.27 2 2 0.45 0.00 7.70 24.00 189.05 9.70 0.00 5.41 702.80 3 7 180 0.27 2 2 0.45 0.00 7.70 24.00 187.47 9.73 448.21 5.41 696.92 L... 3 7 -3 0.03 2 2 0.45 0.00 7.?0 24.00 24.03 9.70 0.00 5.23 728.21 3 7 970 0.30 - 2 2 0.45 0.00 7.70 24.00 211.49 9.72 0.00 5039 700.29 3 ? 170 0.30 2 2 0.45 0.00 7.?0 24.00 210.77 9.73 448.28 5.39 697.91 ~ 3 7 160 0.30 2 2 0.45 0.00 7.?0 24.00 210.00 9.74 448.26 5.39 695.37 3 7 1S0 0.30 2 2 0.45 O.O0 7.70 24.00 209.48 9.74 447.33 5.39 693.63 3 7 -4 0.15 2 2 0.45 0.00 7.70 24.00 107.46 9.68 0.00 5.35 697.76 · 3 7 960 0.46 2 2 0045 O.OO 7.70 24.00 316.81 9.72 0.00 S.38 694.77 3 7 140 0.46 2 2 0.45 0.00 7.?0 24.00 314.84 9.74 448.21 5.38 690.43 3 7 130 0.46 2 2 0.45 0.00 7.70 24.00 312.53 9.76 447.23 5.38 685.37 3 7 120 0.46 2 Z 0.45 0.00 7.70 24.00 311.70 9.77 447.22 5.38 683.55 3 7 -5 0.10 2 2 0.45 0.00 7.70 24.00 72.35 9.60 0.00 5.76 731.15 3 ? 950 0.55 2 2 0.45 0.00 7.70 24.00 385.52 9.75 0.00 5.45 694.64 ~ 3 7 110 0.55 2 2 0.45 0.00 7.70 24.00 382.99 9.77 447.38 5.45 690.07 3 7 100 0.55 2 2 0.45 0.00 7.?0 24.00 380.93 9.79 447.35 5.45 686.36 i I I I I I I I I I I I I I I i 3 7 ~0 0.5s 2 2 0.45 0.00 7.?0 24.00 360.43 9.79 446.96 $.45 685.46 "' 3 ? 80 0.$$ 2 2 0.45 0.00 7.?0 24.00 379.9? 9.80 446.86 5.45 684.63 3 7 70 0.53 2 2 0.45 0.00 7.70 24.00 378.40 9.81 446.83 3.45 681.80 3 ? 60 0.55 2 2 0.45 0.00 7.70 24.00 376.76 9.83 446.81 3.45 678.84 3 ? -6 0.09 2 2 0.45 0.00 7.70 24.00 69.89 9.16 0.00 6.14 8o3.36 -- 3 7 940 0.64 2 2 0.45 0.00 7.70 24.00 445.41 9.79 0.00 5054 693.?9 3 7 50 0.64 2 2 0.45 0.00 7070 24.00 442.83 9.80 446.95 5.54 689.77 · 3 7 &O 0.64 2 2 O.&5 0.00 7.70 24.00 442.12 9o81 446090 5.54 688067 3 7 30 0.64 2 2 0045 0.00 7.70 24000 441.76 9.81 442.57 5.54 688.10 3 7 20 0.64 2 2 O.&5 0.00 7.70 24.00 440.96 9.82 441.20 S.54 686.85 · 3 7 10 0.64 2 2 0.45 0.00 7.70 24.00 440.96 9.82 440.49 5.54 686.85 2 I -1 0.19 2 2 o.os 0.00 3.07 0.50 439.15 0.47 0.00 1.50 2275.38 2 I 270 0.19 2 2 0.05 0.00 3.07 0.50 437.24 0.48 452.70 1.50 2265.51 · 2 1 260 0.19 2 2 0.05 0.00 3.07 0.50 418.87 0.53 452.15 IoSO 2170.30 2 1 250 0.19 2 2 0.05 0.00 3.07 0.50 401.34 0.57 482.09 lo50 2079.48 2 1 240 0.19 2 2 0.05 0.00 3.07 0.50 399.19 0.58 450.77 1.50 Z068.32 2 1 230 o.19 Z 2 0.05 0.00 3.07 0.50 397.03 0.59 450.?0 lo50 2087.14 2 I 220 0.19 2 z 0.05 0.00 3.07 O.SO 395.40 0.60 450.41 1.50 2048.69 2 1 210 0.19 2 Z O.OS 0.00 3007 0.50 394.19 0.61 449051 lo50 2042.45 · 2 I 200 0.19 2 2 0005 0.00 3.07 0.50 385.73 0.64 449.10 1.50 1998.59 2 I 190 0.19 2 2 0.05 0.00 3.07 0.50 381.22 0.66 449.07 1.50 1975024 2 I -2 0.08 2 2 0.05 0.00 3.07 O. SO 73098 0.67 0.00 1.01 9?3.36 · 2 1 980 0.27 2 2 0005 0.00 3.07 0.50 455.05 0.66 0.00 1.36 1691.64 2 I 180 0.27 2 2 0.05 0.00 3.07 0.50 416.97 0.77 449.38 1.36 1550.06 2 1 -3 0.03 2 2 0.05 0.00 3.07 0.50 81.27 0.39 0.00 1.31 2462.81 2 I 970 0.30 2 2 0.05 0.00 3.07 0.50 426.77 0.75 0.00 1.36 1413.14 z I 170 0.30 2 2 0.05 0.00 3.07 0.50 420.43 0.79 449.29 1.36 1392.14 2 1 160 0.30 2 2 0.05 0.00 3.07 0.50 409.39 0.84 449.23 1.36 1355.58 · 2 1 150 0.30 2 2 0.05 o.oo 3.07 0.50 402.28 0088 448.82 1.36 1332.06 2 1 -4 0.15 2 2 0.05 0.00 3.07 0.50 253.92 0.56 0.00 1.30 1648.86 2 1 960 0.46 2 2 o.os 0.00 3.07 0.50 523.62 0.78 0.00 1.34 1148.28 C 2 I 140 0.46 2 2 O.OS 0.00 3.07 0050 511.33 0.86 449.11 1.34 1121.34 2 I 130 0.46 2 Z 0.05 0.00 3.07 O. SO 496.52 0.95 448.29 1.34 1088.86 Z 1 120 0.46 2 2 0.05 0.00 3007 0.50 491.31 0.99 448.26 1.34 1077.44 C 2 I -5 0.10 2 2 0.05 0.00 3.07 0.50 205.52 0.52 0.00 1o54 2075.93 2 I 950 0.55 2 2 0.05 0.00 3.07 0.50 525.16 0.94 0.00 1.37 946.23 2 I 110 0.55 2 2 0.05 0.00 3.07 0o50 516.25 1.02 448.12 lo37 930.18 2 I 100 0.55 2 2 0.05 0.00 3.07 0.50 510.47 1.09 448.08 1.37 919.76 2 1 90 0.55 Z 2 0.05 0.00 3.07 0.50 510.00 1.10 447.60 1.37 918.92 2 1 80 0.55 2 2 0.05 0.00 3.07 0.50 509.57 1.10 447.44 1.37 918.15 ~ 2 1 ?0 0.55 2 2 0.05 o.00 3.07 0.50 506.76 1.15 447.40 1.37 913.08 2 I 60 0.55 2 2 0.05 0.00 3.07 0.50 503.81 1.19 447.38 1.37 907.77 2 1 -6 0.09 2 2 0.05 0.00 3007 0.50 256.38 0.44 0.00 1.82 2946.90 ~ 2 1 940 0.64 2 2 0.05 0.00 3.07 0.50 506.17 1.18 0.00 1.44 788.43 2 1 50 0.64 2 2 O.OS 0.00 3.07 0.50 502.91 1.24 447.21 1.44 783.3S 2 I 40 0.64 2 2 0.05 0.00 3.07 0.50 502.32 1.25 447.16 1.44 752.42 & 2 1 30 0.64 Z 2 0.05 0000 3007 0.50 502.06 1.26 442.98 1.44 782.03 2 I 20 0.64 2 2 0.05 0.00 3.07 0.50 501.35 1.27 -441.65 1.44 781.24 2 I 10 0064 Z 2 0.05 0.00 3.07 0050 501.55 1.27 441.10 1.44 781.23 2 2 -1 0.19 2 2 0.10 0.00 3.84 1.00 &81.63 0065 0.00 2.15 2495.47 2 2 270 0.19 2 2 0.10 0.00 3.84 1.00 467.58 0.65 452.80 2.15 2422.67 2 2 260 0.19 2 2 0.10 0.00 3.84 1.00 448.01 0070 452.23 2.15 2321.32 ~ 2 2 250 0.19 2 2 0.10 0.00 3.84 1.00 428.89 0.74 452.17 2.15 2222.25 2 2 240 0.19 2 2 0.10 0.00 3.84 1.00 426.00 0.74 450.86 2.14 2207.27 2 2 230 0.19 2 2 0.10 0.00 3.84 1.00 415.26 0.75 450.76 2.14 2151.61 ~ 2 2 220 0.19 2 2 0.10 0.00 3.84 1.00 412.72 0.77 450.46 2.14 2138.43 2 z 210 0.19 2 2 0.10 0.00 3.84 1.00 411.04 0.77 44905? 2o14 2129074 2 2 200 0.19 2 2 O.lO o.oo 3.84 1.00 404.46 0.60 449.16 2.14 2095.64 ~ 2 2 190 0.19 2 2 0.10 0.00 3.84 1.00 400.61 0082 449.13 2o14 2075.70 2 2 -2 0.08 2 2 o.10 o.oo 3.84 1.00 92.22 0.94 0.00 1.55 1213.37 2 2 900 0.27 2 2 0.10 0.00 3.8( 1.00 487.30 0.83 0.00 1.98 1811.52 2 2 180 0.27 2 2 0.10 0.00 3.84 1.00 447.72 0.95 449.50 1.98 1664.38 2 2 -3 0.03 2 2 0.10 0.00 3.84 lo00 86.73 0.58 0.00 1.94 2628.19 2 2 970 0.30 2 2 0.10 0.00 3.84 1.00 4~4.52 0.93 0.00 1.97 1604.38 L.. 2 2 170 0.30 2 2 0.10 0.00 3.84 1.00 476.54 0.97 449.52 1.97 1577.96 2 2 160 0.30 2 2 0.10 0.00 ~.~& 1.00 4~7.56 1.01 449.47 1.97 1546.20 I I I I I I I I I I I 1'SOl ]0.30 ? 2 0.10 0.00 5.$4 1.00 462.19 1.04 449.14 1.97 1530.4& -& 0.15 2 2 0.10 0.00 5.~4 1.00 279.22 0.76 0.00 1.91 1813.10 960 0.46 2 2 0.10 0.00 3.84 1.00 671.46 0.96 0.00 1.95 1472.51 140 0.46 2 2 0.10 0.00 3.84 1.00 656.7] 1.03 449.69 1.95 1440.19 130 0.46 2 2 0.10 O.O0 3.84 1.00 636.95 1.11 448.75 1.95 1396.82 120 0.46 2 2 0.10 0.00 3.84 1.00 631.35 1.14 448.72 1.95 1384.55 -5 0.10 2 2 0.10 0.00 3.84 1.00 226.68 0.71 0.00 2.19 2289.72 950 0.55 2 2 0.10 0.00 3.84 1.00 746.11 1.07 0.00 1.99 1344.35 110 0.55 2 2 0.10 0.00 3.84 1.00 727.33 1.15 448.70 1.99 1310.50 100 0.55 2 2 0.10 0.00 3.84 1.00 715.61 1.20 448063 lo99 1289.40 90 0.$5 2 2 0.10 0.00 3.84 1.00 714.18 1.21 448.08 1.99 1286.82 80 0.55 2 2 0.10 0.00 3.e4 1.00 712.90 1.21 447.81 1.99 1284.51 TO 0.55 2 2 0.10 0.00 3.84 1.00 707.01 1.25 447.78 1.99 1273.90 60 0.55 2 Z 0.10 0.00 3084 1.00 ?00.94 1.28 447.75 1.99 1262.95 -6 0.09 2 2' 0.10 0.00 3.84 1.00 276.28 0.62 0.00 2.53 3175.68 940 0.64 2 2 0.10 0.00 3.84 1.00 745.08 lo20 0.00 2.06 1160057 50 0.64 2 2 0.10 0.00 3.84 1.00 738.43 1.25 447.69 2006 1150.20 40 0.64 2 2 0.10 0.00 3.84 1.00 736.25 1.26 447.63 2.06 1146.80 30 0.64 2 z 0.10 0.00 3.84 lo00 735.56 1.26 443.75 2.06 1143.73 20 0.64 2 2 0.10 0.00 3.84 1.00 734.21 1.28 442.15. 2.06 1143.63 10 0.64 2 2 0.10 0.00 3.84 1.00 734.20 1.28 441.34 2.06 1143.61 -1 0.19 2 2 0.15 0.00 4.7D 2.00 484.15 1.03 0.00 20S9 2508.56 270 0.19 2 Z 0.15 0.00 4.70 2.00 481.85 1.04 452.85 2.89 2496.6Z 260 0.19 2 2 0.15 0.00 4.70 2.00 461.50 1.06 452.27 2.89 2391.18 250 0.19 2 2 0o15 0.00 4.70 2.00 441.02 1.09 452.20 2.90 2285.0? 240 0.19 2 2 0.15 0.00 4.70 2.00 437.12 1.09 450.90 2.90 2264.88 230 0.19 2 a 0.15 0.00 4.70 2.00 430.65 1.10 450.81 2.90 2231.33 220 0.19 2 2 0.15 0.00 4.?0 2.00 425.82 lo10 450.50 2.90 2206.30 210 0.19 2 2 0.15 0.00 4.70 2.00 422.44 1.11 449.61 2.90 2188.79 200 0.19 2 2 0.15 0.00 4.70 2.00 400.64 lo13 449.15 2.90 Z075.87 190 0.19 2 2 0.15 0.00 4.70 2.00 396.33 1.15 449.12 2.90 2054.59 -2 0.08 2 2 0.15 0.00 4.70 2.00 98.78 1027 0.00 2.20 1299.77 980 0.27 2 2 0.15 0.00 4.70 2.00 488.99 1.18 0.00 2.70 1817080 180 0.27 2 Z 0.15 0.00 4.70 2.00 451.13 1.27 449.51 2.70 1677.06 -3 0.03 2 2 0.15 0.00 4.70 2.00 93.34 0.94 0.00 2.58 2828.41 9?0 0.30 2 2 0.15 0.00 4.T0 2.00 488.6? 1.26 0.00 2.69 1618.11 170 0.30 2 2 0.15 0.00 4.70 2.00 477.53 1.28 449.52 2.69 1581023 160 0.30 2 Z 0.15 O.O0 4.70 2.00 469.78 1.33 449.48 2.69 1355.57 150 0.30 2 2 0.15 0.00 4.70 2.00 465.53 1.35 449.16 2.69 1541.50 -4 0.15 2 2 0.15 0.00 4.70 2.00 297.47 1.11 0.00 2.63 1931.62 960 0.46 2 2 0.15 0.00 4.?0 2.00 712.26 1.24 0.00 2.67 1561.98 140 0.46 2 2 0.15 0.00 4.70 2.00 684.06 1.32 449.81 2.67 1500.14 130 0.46 2 2 0.15 0.00 4.70 2.00 663.94 1.40 448.84 2.67 1456.00 120 0.46 2 2 0.15 0.00 4.70 2.00 657090 1.42 448.81 2.67 1442.77 -$ 0.10 2 2 0.15 0.00 4.70 2.00 237.06 1.07 0.00 2.96 2394.52 950 0.55 2 2 0.15 0.00 4.70 2.00 790.51 1.36 0.00 2.72 1424.35 110 0.55 Z 2 0.15 0.00 4.70 2.00 769.75 1.43 448.82 Z.72 1387.00 100 0.55 2 2 0.15 0.00 4.?0 Z.O0 759.73 1.49 448.75 2.72 1368.88 90 0.55 2 2 0.15 0.00 4.70 2.00 758.21 1.50 448.19 2.72 1366.15 80 0.55 2 Z 0.15 0.00 4.70 2.00 7S6.86 1.51 447.89 2.72 1363.72 70 0.S5 2 2 0.15 0.00 4.70 2.00 751.79 1.54 447.87 2072 1354.58 60 0.55 2 2 0.15 O.OO 4.70 2.00 746.24 lo56 447.83 2.72 1344.58 -6 0.09 Z 2 0.15 0.00 4.70 2.00 257.87 0.98 0.00 3.29 2964.07 940 0.64 2 2 0.15 0.00 4.70 2.00 831.20 1.53 0.00 2.80 1294.70 50 0.64 2 2 0.15 0.00 4.?0 2.00 824.41 1.57 447.85 2.80 1284012 40 0.64 2 2 0.15 0.00 4.70 2.00 821.29 1.58 447.78 2.80 1279.27 30 0.64 2 Z 0.15 0.00 4.?0 2.00 820.47 1.58 443.99 2.80 1278.00 20 0.64 2 2 0.15 0.00 4.70 2.00 818.90 1.59 442.29 2.80 1275.55 10 0.64 2 2 0.15 0.00 4.70 2.00 818.89 1.59 441.34 Z.80 1275.53 -1 0.19 2 2 0.20 0.00 5.19 3.00 477.40 1.41 0.00 3.38 2473.60 270 0.19 2 2 0.20 0.00 5.19 3.00 474.31 lo41 452.82 3.38 2457.55 260 0.19 2 2 0.20 0.00 S.19 3.00 450.04 1.43 452.24 3.37 2331.81 250 0.19 2 2 0.20 0.00 5.19 3.00 428.98 1.45 452.17 3.36 2222.68 240 0.19 2 2 0.20 0.00 5.19 3~00 424.44 1.45 450.85 3.36 2199.15 230 0.19 2 2 0.20 0.00 5.19 3.00 416.90 1.46 450.76 3.36 2160,08 220 0.19 2 2 O.ZO 0.00 S.1~ 3.00 411.39 1.46 430.46 3.36 2131.54 I I I I I 1 I I I I I I I I 210 0.19 2 2 0.20 0.00 5.19 3.00 407.60 1.47 449.56 3.36 2111.95 200 0.19 2 2 0.20 0.00 5.19 3.00 394.35 1.48 &&9.13 3.36 2043.26 190 0.19 2 2 0.20 0000 5.19 3.00 387.12 1.49 &49.09 3.36 2005.78 -2 O.OS 2 Z 0.20 0.00 5.19 3.00 98.3S 1.65 0.00 2.60 1294.42 980 0.27 2 2 0.20 0.00 5.19 3.00 462.12 1.53 0.00 3.14 1717091 180 0.27 2 2 0.20 0.00 5.19 3.00 433.5? 1.63 449.44 3.14 1611.78 -3 0.03 2 2 0.20 0.00 5.19 3.00 ??.25 1.36 0.00 3.08 Z340.77 9?0 0.30 2 2 0.20 0.00 5.19 3.00 420.16 1.59 0.00 3.13 1556.83 170 0030 2 2 0.20 0.00 5.19 3.00 464.83 1.62 449.47 3.13 1539.18 160 0.30 2 2 0.20 0.00 5.19 3.00 457.30 1.65 449.43 3.13 1514~25 150 0.30 2 2 0.20 0.00 5.19 3.00 452.55 1.67 449.09 3.13 1498052 -4 0.15 2 2 0.20 0.00 5.19 3.00 292.55 1.48 0.00 3.07 1899.66 960 0.46 2 2 0.20 L.O0 S.19 3.00 705.32 1.59 0000 3.11 1546.75 140 0.46 2 2 0020 0.00 $.19 3.00 686.75 1.64 449.82 3.11 1506.03 130 0.46 2 2 0020 0.00 5.19 3.00 646.86 1.70 448078 3.10 1418.56 120 0.46 2 Z 0°20 0.00 5.19 3.00 640.97 1.74 448.76 3.10 1405.64 -5 O.lO 2 2 0.20 0.00 5.19 3.00 230.14 1.44 0.00 3.43 2324.61 950 0.55 2 2 0.20 0.00 5.19 3.00 802.78 1.66 0.00 3.16 1446.45 110 0.55 2 2 0.20 0.00 5.19 3.00 768.10 lo72 448.81 3.16 1383.97 100 0.55 2 2 0020 0.00 5.19 3.00 756.3? 1.78 448.74 3.16 1362.82 90 0.55 2 2 0.20 0.00 5.19 3.00 754.29 1.79 448.18 3.16 1359.09 80 0.55 2 2 0.20 0.00 5.19 3.00 752.45 1.80 447.88 3.16 1355.76 70 0.55 2 2 0020 0.00 5.19 3.00 746.10 1.83 447.86 3.16 1344.32 60 0.55 2 2 0.20 0.00 5.19 3.00 739.10 1.86 447.82 3.16 1331.71 -6 0.09 2 2 0.20 0.00 5.19 3.00 249.02 1.39 0.00 3.80 2862.32 940 0.64 2 2 0.20 0.00 5.19 3.00 829.02 1.80 0.00 3.24 1291.31 50 0.64 2 2 0.20 0.00 5.19 3.00 821.16 1.84 447.84 3.24 1279.07 40 0.64 2 2 0.20 0.00 5.19 3.00 819.18 1.84 447.78 3.24 1275.98 30 0.64 2 2 0.20 0.00 5.19 3.00 818.13 1.85 443.99 3.24 1274.35 20 0.64 2 2 0.20 0.00 5.19 3.00 816.02 1.86 442.28 3.24 1271.06 10 0.64 2 2 0.20 0.00 5.19 3.00 816.01 1.86 441.34 3.24 1271.04 -1 0.19 2 2 0.25 0.00 6.28 6.00 390.39 2.54 0.00 4.31 2022.76 2?0 0.19 2 2 0.25 0.00 6,28 6.00 388.65 2.54 452.54 4.32 Z013.76 260 0.19 2 2 0.25 0.00 6.28 6.00 3?6.03 2.$6 452.03 4032 1948.33 250 0.19 2 2 0.25 0.00 6.28 6.00 365.13 2.58 451.99 4.32 1891.86 240 0.19 2 2 0.25 0.00 6.28 6.00 362.51 2.58 450.64 4.32 1878.30 230 0.19 2 2 0.25 0.00 6.28 6.00 358.14 2.59 450.57 4.33 1855.65 220 0o19 2 2 0.25 0.00 6.28 6.00 334.93 2.60 450.29 4.33 1839.04 210 0.19 2 2 0.25 0.00 6.28 6.00 352.76 2.60 449.35 4.33 1827.76 200 0.19 2 2 0.25 0.00 6.28 6.00 345.17 2.62 448.97 4.33 1788.47 190 0.19 2 2 0.25 0.00 6.28 6.00 335.72 2.63 448.92 4.33 1739.48 -2 O.OS 2 2 0.25 0.00 6.28 6.00 100.51 2.78 0.00 3.52 1322.49 960 0.2? 2 2 0.25 0.00 6.28 6.00 430.63 2.67 0.00 4.10 1600.84 180 0.27 2 2 0.25 0.00 6.28 6.00 409.25 2.75 449.35 4.11 1521.38 -3 0.03 2 2 0.25 0.00 6.28 6.00 66.82 2.48 .0.00 3.97 2024.96 9?0 0.30 2 2 0.25 0.00 6.28 6.00 450.21 2.70 0.00 4.09 1490.75 170 0.30 2 2 0.25 0.00 6.28 6.00 444.78 2.73 449.39 4.09 1472.79 160 0.30 2 2 0.25 0.00 6.28 6.00 438.31 2.75 449.35 4.09 1451.37 150 0.30 2 2 0.25 0.00 6.28 6.00 434.28 2.77 448.99 4.09 1438.00 -4 0.15 2 2 0.25 O.OO 6.28 6.00 258.52 2.64 0.00 4.02 1678.?0 960 0.46 2 2 0.25 0.00 6.28 6.00 685.91 2.71 0.00 4.07 1504.20 140 0.46 2 2 0.25 0.00 6.28 6.00 668.4? 2.75 449.74 4.07 1465.95 130 0.46 2 2 0.25 0.00 6.28 6.00 644.32 2.80 448.78 4.07 1412.99 120 0.46 2 2 0.25 0.00 6.28 6.00 636.99 2.81 448.74 4.07 1396.91 -5 0.10 2 2 0.25 0.00 6.28 6.00 192.22 2.59 0.00 4.59 1941.58 950 0.55 2 2 0.25 0.00 6.28 6.00 801.14 2.76 0.00 4.13 1443.49 110 0.55 2 2 0.25 0.00 6.28 6.00 776.24 2.80 448.83 4o13 1398.63 100 0.55 2 2 0.25 0.00 6.28 6.00 ?58.23 2.84 448.75 4.13 1366.17 90 0.55 2 2 0.25 0.00 6.28 6.00 754.55 2.84 448.18 4.13 1359.54 80 0.55 2 2 0.25 0.00 6.28 6.00 751.30 2.85 447.88 4.13 1353.70 ?0 0.55 2 2 0.25 0.00 6.28 6.00 740.12 2.87 447.85 4.13 1333.55 60 0.5S 2 2 0.25 0.00 6.28 6.00 ?20.94 2.91 447.78 4.13 1299.00 -6 0.09 2 2 0.25 0.00 6.28 6.00 199.22 2.51 0.00 4.78 2289.88 940 0.64 2 2 0.25 0.00 6.28 6.00 843.16 2=82 0.00 4.22 1313.33 50 0.64 2 2 0.25 0.00 6.28 6.00 831.05 2.85 447.86 4.22 1294.46 40 0.64 2 2 0.25 0.00 6.28 6.00 827.5~ 2.g6 447.79 4.22 1289.07 I I I I I I I I I I I I ! I 50 0.64 2 2 0.25 0.00 6.~8 6.00 8~5.?? 2.86 44&.01 &.22 20 0.64 2 2 0.25 0,00 6,28 6.00 822.11 2,87 442.29 4,22 1220,54 10 0.64 2 2 0,25 0.00 6.28 6,00 822,09 2.87 441,34 4.22 12~0,51 -1 0.19 2 2 0,35 0,00 7.45 12.00 265.01 4,83 0,00 5,47 1373,10 270 0,19 2 2 0.35 0.00 ?,45 12,00 Z64,62 4.83 451,92 5,47 1371,08 260 0.19 2 2. 0,35 0,00 7,45 12.00 262,05 4,86 451.54 5,47 1357.78 250 0,19 2 2 0,35 0.00 7,45 12,00 259,78 4.88 451,52 S.46 1346,01 240 0.19 2 2 0,35 0,00 7,45 12,00 259,12 4.88 449,89 3,46 1342,62 230 0.19 2 2 0.35 0.00 7.45 12.00 258.01 4.89 449.?? 5.46 1336085 220 0.19 2 2 0.35 0.00 ?.45 12.00 257.17 4.90 449.56 5046 1332.49 210 0.19 2 2 0.35 0.00 ?.45 12.00 256.59 4.90 448.79 5.46 1329.47 200 0.19 2 2 0.35 0.00 7.45 12.00 254.54 4.92 448.$0 5.46 1318,84 190 0.19 2 2 0.35 0.00 ?.45 12.00 253.29 4.93 448.48 5.46 1312.38 -2 0.08 2 2 0.35 0.00 ?045 12.00 82.32 5.13 0.00 4.56 1083.21 98o 0.2? 2 2 0.35 0.00 ?.45 12.00 330.87 ' 4.97 0.00 5020 1230.01 180 002? 2 2 0.35 0.00 ?.45 12.00 320.82 5.04 448.99 5.20 1192.63 -3 0.03 2 2 0.35 0.00 ?045 12.00 44.62 4.?5 0.00 5.06 1352.13 970 0.30 2 2 0.35 0.00 ?.45 12.00 360.41 4.99 0.00 5,18 1193.40 170 0.30 2 2 0.35 0.00 7.45 12.00 356.83 5.01 449.03 5.18 1181.54 160 0.30 2 2 0.35 0.00 ?.45 12.00 353.00 $.03 449.00 5.18 1168.86 150 0.30 2 2 0.35 0.00 ?.45 12.00 330.53 5.04 448.$5 3.18 1160.68 -4 0.15 2 2 0.35 0.00 7.45 12.00 193.71 4.9? 0.00 5.15 1257.87 960 O.46 2 2 0.35 0.00 7.45 12.00 543.36 5.01 O.O0 5o17 1191.59 140 0.46 2 2 0.35 0.00 ?.45 12.00 534.34 5.05 449.20 5.16 1171.80 130 0.46 2 2 0.35 0.00 ' ?.45 12.00 523.60 5.10 448.38 5o16 1148.24 120 0.46 2 2 0.35 o.Go ?.45 12.00 520.60 5.12 448.36 5o16 1141.66 -5 0.10 2 2 0.35 0.00 7.45 12.00 135.46 4.90 0.00 5.56 1368.24 950 0.55 2 2 0.35 0.00 ?.45 12.00 648.?0 5.07 0.00 5.23 1168.83 110 0.53 2 2 0.35 0.00 7.45 12.00 638.91 5.11 448.46 5.23 1151.19 100 0.55 2 2 0.35 0.00 ?.45 12.00 631.55 5.14 448.40 5.22 1137.92 90 0.55 2 Z 0.35 0.00 ?.45 12.00 629.86 5.15 447.88 5.22 1134.88 80 0.55 2 z 0.35 0.00 ?.45 12.00 628.34 5.1.5 447.66 5.22 1132.15 ?0 0.55 2 2 0.35 0.00 ?.45 12000 623.20 5.17 447.62 5.22 1122.88 60 0.55 2 2 0.35 0.00 7.45 12.00 617.84 5.20 447.59 5.22 1113.22 -6 0.09 2 2 0.35 0.00 7.45 12.00 130.72 4.77 0.00 5.96 1502.54 940 0.64 2 2 0.35 0.00 ?.45 12.00 ?20.40 5.12 0.00 5.32 1122.12 50 0.64 2 2 0.35 0.00 ?.45 12.00 ?13.31 5.15 447.65 5.32 1111.o? 40 0.64 2 2 0.35 0.00 ?.45 12.00 711.35 5.16 447.59 5.32 1108.02 30 0.64 2 2 0.35 0.00 ?.45 12.00 710.33 5.16 443.67 5.32 1106.44 20 0.64 2 2 0.35 0.00 7.45 12.00 708.21 5.17 442.11 5.32 1103.12 10 0.64 2 2 0.35 0.00 ?.45 12.00 708.19 s.17 441.34 5.32 1103.11 -1 0.19 2 2 0.45 0.00 8.62 24.00 165.86 9.68 0.00 6.S3 859.36 2?0 0.19 2 2 0.45 0.00 8.62 24.00 165.81 9.68 451.20 6052 859.12 260 0.19 2 2 0.45 0.00 8.62 24.00 165.49 9.68 450.97- 6.52 857.45 250 0.19 2 2 0.45 0.00 8.62 24.00 165.19 9.68 450.97' 6053 855.93 240 0.19 2 2 0.45 0.00 8.62 24.00 165.11 9.68 448.95 6.53 855.47 230 0.19 2 2 0.45 0.00 8.62 24.00 164.95 9.68 448.77 6.53 854.67 220 0.19 2 2 0.45 0.00 8.62 24.00 164.83 9.68 448.64 6.53 854.05 210 0.19 2 2 0.45 0.00 8.62 24.00 164.75 9.68 448.15 6.53 853.61 200 0.19 2 2 0.45 0.00 8.62 24.00 164.44 9.68 447.97 6.53 852.02 190 0.19 2 2 0.45 0.00 8.62 24.00 164.25 9.68 447.96 6.53 851.03 -2 0.08 2 2 0.45 O.O0 8.62 24.00 54.36 9.78 0o00 5.62 715.25 950 0.27 2 2 0.45 0.00 8062 24.00 218.47 9.69 0.00 6.27 812.17 180 0.27 2 2 0.45 0.00 8.62 24.00 216.79 9.71 448.40 6.27 805.92 -3 0.03 2 2 0.45 0.00 S.62 24.00 27.71 9.?0 0.00 6.07 839.69 970 0.30 2 2 0.45 0.00 8.62 24.00 244.50 9.71 0.00 6.25 809.59 170 0.30 2 2 0.45 0.00 8.62 24.00 243.73 9.72 448.48 6.25 807.04 160 0.30 2 2 0.45 0.00 8.62 24.00 242.91 9.72 448.46 6.25 804.32 150 0.30 2 2 0.45 0.00 8.62 24.00 242.34 9.73 447.70 6.25 802.44 -4 0.15 2 2 0.45 0.00 8.62 24.00 122.39 9.66 0.00 6.22 794.75 960 0.46 2 2 0.45 0.00 8.62 24.00 366.57 9.71 0.00 6.24 803.89 140 0.46 2 2 0.45 0.00 8.62 24.00 364.52 9.73 448.43 6.24 799.40 130 0.46 2 2 0.45 0.00 8.62 24.00 362.02 9.75 447.58 6.24 793.90 120 0.46 2 2 0.45 0.00 8.62 24.00 361.11 9.76 447.57 6.24 791J90 -5 0.10 Z 2 0.45 0.00 8.62 24.00 83.11 9.54 0.00 6.64 839.51 950 0.55 2 2 0.45 0.00 e.o2 ~4.00 4~5.8~ 9.73 0.00 6.31 803.20 1~0| 0~.55 2I Z 0.45 0.00 8.62 24.00 443.0S 9.?S 447.76 6.31 798.30 100 O.SS 2 2 0.45 0.00 B.62 24.00 &40o79 9.77 &47.72 6.31 79&.22 90 0.55 2 2 0o45 0.00 8.62 24.00 440.24 9.78 447.29 6.31 793.23 80 0.$5 2 2 0.45 0o00 8.62 24.00 439.74 9.78 447.15 6.31 792.32 70 0.55 2 2 0.45 0.00 8.62 24.00 438.00 9.80 447.32 6.31 789.18 60 0.55 2 2 0045 0.00 8.62 24.00 436.17 9.81 447.09 6.31 785089 °6 0.09 2 2 0.45 0000 8.62 24.00 ?9.85 9.15 0.00 7.03 917.77 940 0.64 2 2 0.45 0.00 8.62 24.00 514.37 9.77 0.00 6.41 801.21 50 0.64 2 2 0.45 0.00 8.62 24.00 511.53 9.79 447.25 6.41 796.77 40 0.64 2 2 0.45 0.00 8.62 24.00 510.75 9.79 &&7.20 6.41 795°35 30 0.64 2 2 0.45 0.00 8.62 24.00 510.34 9.80 443.03 6.41 794.93 20 0.64 2 2 o.&5 0.00 8.62 24.00 509.46 9.80 441.71 6.&1 793.54 lO 0.64 2 2 0.45 0.oo 8.62 2&.oo 5o9,45 9.80 461,18 6.41 793.54 -1 0.19 2 2 o.05 O.OO 3.41 0.50 522.21 0.47 0.00 1.78 2705.73 270 0.19 2' 2 0.05 O.oO 3.41 0.50 520.95 0.47 452.98 1.78 2699.21 260 0.19 2 2 0005 OoO0 3.41 0.50 501.09 0.52 452.38 1.78 2596.34 250 0.19 2 2 0.05 0.00 3.41 0.50 480.41 0.57 452.31 1.78 2489.19 240 0.19 2 2 0.05 0.00 3.41 0.50 478.67 0.57 451.04 1.78 2480.16 230 0.19 2 2 0.05 0.00 3.41 0.50 475.03 0.58 450.96 1.78 2461.27 220 0.19 2 2 0.05 0.00 3o41 0.50 &73.07 0.59 450064 Io78 2451.16 210 0.19 2 2 0.05 0.00 3.41 0.50 471.63 0.59 449.80 1.78. 2443069 200 0.19 2 2 0.05 0.00 3.41 0.50 462.79 0.62 449.34 !.78 2397.88 190 0.19 2 2 0.05 0.00 3.41 0.50 456.90 0.64 449.31 1.78 2367.34 -2 0.08 2 2 0.05 0.00 3.41 0.50 91.06 0.67 0.00 1.24 1198.11 980 0.27 2 2 0.05 0.00 3.41 0.50 547.34 0.65 0.00 1.63 2034.73 180 0.27 2 2 0.05 0.00 3.41 0.50 502.95 0.75 449.72 1.63 1869.69 -3 0.03 2 2 O.05 0.00 3.41 0.50 98.26 0.38 0.00. 1.58 2977.45 970 0.30 2 2 0.05 0.00 3.41 0.50 516.65 0.74 0.00 1.62 1710.77 170 0.30 2 2 0.05 0.00 3.41 0.50 509.47 0.77 449.65 1.62 1686.98 160 0.30 2 2 O.05 0.00 3.41 0.50' 496.54 0.82 449.59 1.62 1644.19 150 0.30 2 2 0.05 0.00 3.41 0.50 488.81 0.86 449.27 1.62 1'618.57 -4 0.15 2 2 0.05 0.00 3.41 0.50 305.50 0.56 0.00 1.56 1983.76 960 0.46 2 2 O.05 0.00 3.41 0.50 647.19 0.76 0.00' 1.60 1419.28 140 0.46 2 2 0005 0.00 3.41 0.50 633.O4 0.83 449.59 1.60 1388.25 130 0.46 2 2 0.05 0.00 3.41 0.50 614.94 0.92 448.68 1.60 1348.56 120 0.46 2 2 0.05 o.oo 3.41 0.50 608.67 0.96 448.65 1.60 1334081 -5 0.10 2 2 0.05 0.00 3.41 0.50 243.51 0.52 0.00 1.83 2459074 950 0.55 2 2 0.05 0.00 3.41 0.50 656.66 0.9o 0.00 1.64 1183.17 110 0.55 2 2 0.05 0.00 3.41 0.50 645.87 0.98 448.48 1.64 1163.73 100 0.55 2 2 0.05 O.O0 3.41 0.50 638.43 1.05 448.42 1.64 1150.32 90 0.55 2 2 0.05 0.00 3.41 0.50 637.80 1.05 447.90 1.64 1149.19 BO 0.55 2 2 0.05 0.00 3.41 0.50 637.23 1o06 447.67 1.64 1148.16 70 0.55 2 2 0.05 0.00 3.41 0.50 633.68 1.10 447.64 1.64 1141.77 60 0.55 2 2' 0.05 0.00 3.41 0.5O 629.97 1.15 447.61 1.64 1135.08 -6 0.09 2 2 0.05 0.00 3.41 0.50 299.61 O.&3 0.00 2.13 3443.83 940 0.64 2 2 0.05 0.00 3.41 0.50 634.20 1.14 0.00 1.71 987.85 50 0.64 2 2 0.05 0.00 3.41 0.50 629.8? 1.19 447.50 1.71 981.11 40 0.64 2 2 0.05 0.00 3.41 0.50 629.03 1.20 447.44 1.71 979087 30 0.64 2 2 0.05 0.00 3.41 o.so 628.73 1.21 443.43 1.71 979.33 20 0.64 2 2 0.05 O.O0 3.41 0.50 628.04 1.22 441.99 1.71 978026 10 0.64 2 2 0.05 0.00 3.41 0.50 628.04 1.22 441.34 1.71 978.25 -1 0.19 2 2 0.10 0.00 4.32 1.00 580.67 0.64 0.00 2.57 3008.66 2?0 0.19 2 2 0.10 0.00 4.32 1.00 5?6.86 0.65 453.14 2.57 2988.92 260 o.19 2 Z 0.10 0.00 4.32 1.00 - 540.60 0.69 452.48 2.56 2801.05 250 0.19 2 2 0.10 O.O0 4.32 1.00 520.35 0.73 452.42 2.56 2696o12 240 0.19 2 2 0.10 0.00 4.32 1.00 517.02 0.73 451.17 2.56 2678.87 230 0.19 2 2 O.lO o.oo 4.32 1.oo 511.53 0.74 451.08 2.56 2650.44 220 o.19 2 2 0.10 0.00 4.32 1.00 507.31 0.75 450.74 2.56 2628.54 210 0.19 2 2 0.10 0.00 4.32 1.00 497.42 0.76 449.89 2.56 2577.30 200 0.19 2 Z 0.10 0.00 4.32 1.00 489.26 0.79 449.43 2.56 2535.04 190 0.19 2 2 0.10 0.00 4.32 1.00 484.92 0.80 449.40 2.56 2512.52 -2 0.08 2 2 0.10 0.00 4.32 1.00 114.18 0.93 0.00 1.91 1502.43 9BO 0.27 2 2 0.10 0.00 4.32 1.00 591.75 0.82 0.00 2.38 2199.82 180 0.27 2 2 0.10 0.00 4.32 1.00 545.46 0.93 449.89 2.38 2027.75 -3 0.03 2 2 0.10 0.00 4.32 1.00 105.81 0.57 0.00 2.34 3206.39 970 o.3o 2 2 0.10 o.oo 4.32 1.00 5~0.25 0.91 0.00 a.37 1954.46 I I ! I ! I I I I I I I I I 170 0.30 2 2 0.10 0.00 ~.32 1.00 582.63 0.94 449.94 2.37 1929o23 160 0.30 2 2 0.10 0o00 4.32 1.00 569.81 0.99 449.89 2.37 1886.79 150 0.30 2 2 0.10 0.00 4.32 1.00 564.16 1.01 449.59 2.37 1868.09 -4 0.15 2 2 0.10 0.00 4.32 1.00 344.21 0.75 0.00 2.30 2235.16 960 0.46 2 2 0.10 0.00 4.32 1.00 825.42 0.93 0.00 2.35 1810.14 140 0046 2 2 0o10 0.00 4032 1.00 808.47 0.99 450.35 2.35 1772.97 130 0.46 2 2 0.10 0.00 4.32 lo00 786.04 1.07 449.21 2035 1723.78 120 0.46 2 2 0.10 0o00 4.32 1.00 779.71 1.10 449.18 2.35 1709.90 -5 0.10 2 2 0.10 O.O0 4.32 1.00 271.86 0.70 0.00 2.62 2746.10 950 0.55 2 2 0.10 0.00 4.32 1.00 9;4.66 lo04 0.00 2.40 1666.05 110 0.55 2 2 0.10 0.00 4.32 1.00 904.79 1.11 449.15 2.40 1630.25 100 0.55 2 2 0.10 0.00 4.32 1.00 891.21 1.16 449.08 2.40 1605.78 90 0.55 2 z 0.10 0.00 4.32 1.00 889.47 lo16 448.48 2.40 1602.65 80 0.55 2 2 0.10 0.00 4.32 1.00 887.95 lo17 448.11 2.40 1599.92 ?0 0.55 2 2 0.10 0.00 4.32 1.00 881.60 1.20 448.09 2.40 1588.47 60 0.55 2 2 0.10 0.00 4.32 1.00 874.84 1.23 448.05 2.40 1576.29 -6 0.09 2 2 0.10 0.00 4.32 1.00 326.48 0.61 0.00 2.97 3752.63 940 0.64 2 2 0.10 0.00 4.32 1.00 942.99 1.16 0.00 2.47 1468.83 50 0.64 2 2 0.10 0.00 4.32 1.00 934.44 1.20 448.02 2.47 1455.52 40 0.64 z 2 0.10 0.00 4.32 1.00 932.56 1.Zl 447.95 z.47 1452058 30 0.64 2 Z 0.10 0.00 4.32 1.00 931.52 1.21 444.29 Z.47 1450.97 20 0.64 2 2 0.10 0.00 4.32 1.00 929.54 1.22 442.48 2.47 1447089 10 0.64 2 2 0.10 0.00 4.32 1.00 929.53 1.22 441.34 2.47 1447.87 -1 0.19 2 2 0.15 O.O0 5.19 2.00 560.45 1.03 0.00 3.33 2903.88 2?0 0.19 2 2 0.15 0.00 5.19 2.00 55?.86 1.03 453.09 3.33 2890.47 260 0.19 2 2 0.15 0.00 5.19 2.00 536.3? 1.06 452.47 3.33 2779010 250 0.19 2 2 0.15 0.00 5.19 2.00 514.87 1.08 452.40 3.34 2667.70 240 0.19 2 2 0.15 0.00 5.19 2.00 510.54 1.08 451.15 3.34 2645.29 230 0.19 2 2 0.15 o.oo 5.19 2.00 503.36 1.09 451.05 3.34 2608008 220 0.19 2 2 0.15 0.00 5.19 2.00 497.91 1.10 450.72 3.34 25?9.82 210 0.19 2 2 0.15 0.00 5.19 2.00 494.00 1.10 449.88 3.34 2559.59 200 0.19 2 2 0.15 0.00 S.19 2.00 479.71 1.12 449040 3.34 '2485.54 190 0.19 2 2 0.15 0.00 5.19 2.00 462.19 1.14 449.33 3.34 2394.77 -2 0.08 2 2 0.15 0.00 5.19 2.00 117.87 1.27 0.00 2.60 1550.86 980 0.27 2 2 o.15 o.oo 5.19 2.00 5?1.44 1.1? 0.00 3.13 ZLZ4.30 180 0.27 2 2 0.15 0.00 5.19 2.00 529.94 1.26 449.83 3.13 1970.05 -5 0.03 2 2 0.15 0.00 5.19 2.00 109.58 0.94 0.00 2.99 3320.67 970 0.30 2 2 0.15 0.00 5.19 2000 5?4.05 1.24 0.00 3.12 1900.81 170 0.30 2 2 0.15 0.00 5.19 2.00 565.65 1.27 449.87 3.12 1873.00 160 0.30 2 2 0.15 0.00 5.19 2.00 551.14 1.31 449.81 3.12 1824.97 150 0.30 2 2 0.15 0.00 5.19 2.00 546.42 1.33 449.52 3.12 1809.35 -4 0.15 2 2 0.15 0.00 5.19 2.00 349.02 1.11 0,00 3.05 2266.33 960 0.46 2 2 0.15 0.00 5.19 2.00 841.50 1.23 0.00 3.10 1845.39 140 0.46 2 2 0.15 0.00 5.19 2.00 808.92 1.29 450.35 3.10 1773.94 130 0.46 2 2 0o15. 0.00 5.19 2.00 786.13 1.37 449.21 3.10 1723.98 12o 0.46 2 2 o.15 o.oo 5.19 2.oo 779.69 1.40 449018 3.10 1709.85 -5 0.10 2 2 0.15 0.00 5.19 2.00 274.31 1.07 0.00 3.41 2770.79 950 0.55 2 2 0.15 0.00 5.19 2.o0 938.94 1.33 o.oo 3.16 1691.7s 110 0.55 2 2 0.15 0.00 5.19 2.00 920.2? 1.40 449.19 3.16 1658.14 100 0.55 2 2 0.15 0.00 5.19 2.00 902.15 1.45 449.11 3.16 1625050 90 0.55 z 2 0.15 0.00 5.19 2.00 900.13 1.46 448.51 3.16 1621.86 SO 0.55 2 2 0.15 0.00 5.19 2.00 898.42 1.46 448.13 3.16 1618.77 ?0 0.55 2 2 0.15 0.00 5.19 2.00 892.41 1.50 448.11 3.16 1607.94 60 0.55 2 2 o.15 o.oo 5.19 2.00 886.16 1.53 448.0? 3.16 1596.69 -6 0.09 2 2 0.15 0.00 5.19 2.00 294.59 0.98 0.00 3.75 3386.08 940 0.64 2 2 0.15 0.00 5.19 2.00 986.87 1.49 0.00 3.24 1537.17 50 0.64 2 2 0.15 0.00 5.19 2.00 979.50 1.52 448.09 3.24 1525.70 40 0.64 2 2 0.15 0.00 5.19 2.00 977.55 1.53 448.02 3.24 1522.66 30 0.64 2 2 o.15 o.oo 5.19 2.00 9?6.4? 1.53 444.40 3.24 15z0.99 20 0.64 2 2 0.15 0.00 5.19 2.00 974.44 1.54 442.56 3.24 1517.81 10 0.64 2 2 0.15 0.00 5.19 2.00 9?4.42 1.54 441.34 3.24 1517.80 -1 0.19 Z 2 0.20 0.00 5.75 3.00 552.41 1.41 0.00 3.89 2862.21 2?0 0.19 2 2 0.20 0.00 5.75 3.00 548.95 1.41 4S3.07' 3.89 Z844.31 260 0.19 2 2 0.20 0.00 S.75 3.00 522.63 1.43 45Z.44 3.~8 2707.91 250 0.19 2 Z 0.20 0.00 5.75 3.00 &99.85 1.44 452.36 3.88 2590.07 240 0.19 2 2 0.20 0.00 5.75 3.00 494.77 1.44 451.09 3.58 2563.55 220 0.19 2 2 0.20 0.00 $.75 3.00 &80.07 1.46 &50.66 3088 2487.40 210 0.19 2 2 0.20 0.00 5.75 3.00 475.70 1.46 449.81 3088 2464.78 200 0.19 2 2 0020 0.00 5075 3.00 460.55 1048 449.34 . 3087 2386.26 190 0.19 2 2 0.20 O.O0 5.75 3.00 432.24 1.48 449.30 3.87 2343.20 -2 0.08 2 2 0.20 0.00 5.75 3.00 117.41 1.64 0.00 3.06 1544.88 980 0.27 2 2 0.20 0.00 5.75 3.00 540.34 1.52 0.00 3064 2008.69 180 0.2? 2 2 0.20 0.00 5.75 3.00 508.44 1.62 449.74 3.64 1890.13 -3 0.03 2 2 O. ZO 0.00 5.75 3.00 89.95 1.35 0.00 3.57 2725085 970 0.30 2 2 0.20 0.00 S.75 3.00 552.14 lo58 O. O0 3.63 1828026 170 0.30 2 2 0.20 0.00 5.75 3.00 545.87 1.61 449.79 3.63 1807.53 160 0.30 2 Z 0.20 0.00 5075 3.00 537.43 1.64 449.76 3.63 1779.56 150 0.30 2 2 0.20 0.00 5.75 3.00 532.24 1.65 449.45 3.63 1762.38 -4 0.15 2 2 0.20 0.00 5.75 3.00 343.54 1.47 0.00 3.56 2230.77 960 0.46 2 2 0.20 0.00 5.75 3.00 830.21 1.58 0.00 3.61 1820.63 140 0.46 Z Z 0.20 0.00 5.75 3.00 810.03 1.63 450.35 3.60 1776.39 130 0.46 2 2 O.ZO 0.00 5.75 3.00 779.84 1.68 449.19 3.60 1710.18 120 0.46 2 2 0.20 0.00 5.75 3.00 7S7.$9 1.70 449.11 3.60 1661.37 -5 0.10 2 2 0.20 0.00 5075 3.00 266.42 1.44 O.O0 3.95 2691.09 950 0.53 2 2 0.20 0.00 S.75 3000 951.79 1.64 0.00 3066 1714.93 110 0.55 2 2 0.20 0.00 5.75 3.00 925.87 1.69 449.20 3.66 1668.24 100 0.55 2 2 O. ZO 0.00 5.75 3.00 896.17 1.75 449.09 3.66 1614.72 90 0.55 2 2 0.20 0.00 5.T5 3.00 893.56 1.76 448.49 3.66 1610.01 80 0.55 2 Z 0.20 0.00 5.75 3.00 891.34 1.77 448.12 3.66 1606.01 70 0.55 2 2 0.20 0.00 5.75 3.00 883.94 1.80 448.10 3.66 1592.68 60 0.55 2 2 0.20 0.00 5.75 3.00 876.16 1.83 448.05 3.66 1578.66 -6 0.09 2 2 0020 0.00 5.75 3.00 283.86 1.39 0.00 4.34 3262.73 940 0.64 2 2 0.20 0.00 5.75 3.00 983.73 1.77 0.00 3.75 1532.29 50 0.64 2 2 0.20 0.00 5.75 3.00 975.25 1.80 448.08 3075 1519.08 40 0.64 2 2 0.20 0.00 5.75 3.00 972.94 1.81 448.01 3075 1515.49. 30 0.64 2 2 0.20 O.O0 5.75 3.00 971.69 1.81 444.38 3.75 1513.53 20 0.64 2 2 0.20 0.00 5.75 3.00 969.29 1.82 442.55 3.75 1509.79 10 0.64 2 2 0.20 0.00 5.75 3.00 969.27 1.82 441.34 3.75 1509.77 -1 0.19 2 2 0.25 O.O0 7.02 6.00 453.44 2.54 0.00 5.01 2349.45 270 0.19 2 2 0.25 0.00 7.02 6.00 451.50 2.54 452.75 5.01 2339.38 260 0.19 2 Z 0.25 0.00 7.02 6.00 437.61 2.55 452.20 5.01 2267.41 250 0.19 2 2 0.25 0.00 7.02 6.00 425.68. 2.57 452.16 5.02 2205.59 240 0.19 2 2 0.25 0.00 7702 6.00 422.72 2.58 450.85 5.02 2190.25 230 0.19 2 2 0.25 O.O0 7.02 6.00 417.75 2.58 4S0.77 5.02 2164.67 220 0.19 2 2 0.25 0.00 7.02 6.00 414.16 2.59 450.47 5.02 2145.89 210 0.19 2 2 0.25 0.00 7.02 6.00 411.64 2.59 449.57 3.02 2132.85 200 0.19 2 2 0.25 0.00 7.02 6.00 402.99 2.61 449.15 5.02 2088.05 190 0.19 2 2 0.25 0.00 7.02 6.00 398.10 2.62 449.12 5.02 2062.70 -2 0.08 2 2 0.25 0.00 7.02 6.00 120.01 2.77 O.O0 4.17 1579.06 980 0.27 2 2 0.25 0.00 7.02 6.00 504.03 2.67 0.00 4.78 1873.72 180 0.2? 2 2 0.25 O.O0 7.02 6.00 480.99 Z.73 449.63 4.78 1788.09 -3 0.03 2 2 0.25 0.00 7.02 6.00 78.09 2.48 0.00 4.65 2366.42 9?0 0.30 2 2 0.25 0.00 7.02 6.00 529.74 2.69 0.00 4.77 1754.11 170 0.30 2 2 0.25 0.00 ?.02 6.00 523.45 2.71 449.70 4.77 1733.28 160 0.30 2 2 0.25 0.00 7.02 6.00 516.17 2.74 449.6? 4.77 1709.17 150 0.30 2 2 0.25 0.00 7.02 6.00 511.70 2.75 449.37 40?7 1694037 -4 0.15 2 2 0.25 0.00 ?.02 6.00 302.90 2.63 0.00 4.69 1966.88 960 0.46 2 2 0025 0.00 7.02 6.00 807.25 2.70 0.00 4.74 1770.29 140 0.46 2 2 0.25 0.00 7.02 6.00 788.51 2.74 450.26 4.75 1729.19 . 130 0.46 2 2 0.25 0.00 7.02 6.00 763.21 2.78 449.14 4.75 1673.71 120 0.46 2 2 0.25 0.00 7.02 6.00 735.10 2.80 449.11 4075 16SS.93 -5 0.10 2 2 0.25 0.00 7.02 6.00 223.07 2.58 0.00 5.08 2253.25 950 0.55 2 2 0.25 0.00 7.02 6.00 947.35 2.75 0.00 4o81 1706.93 110 0.55 2 2 0.25 0.00 7.02 6.00 922.36 2.79 449.19 4.81 1661.91 100 0.55 2 2 0.25 0.00 7.02 6000 902.65 2.82 449.11 4o81 1626.39 90 0.55 2 2 0.25 0.00 7.02 6.00 898.41 2.82 448.50 4.81 1618.76 80 0.55 2 2 0.25 0.00 7.02 6.00 894.74 2.83 448.12 4.81 1612.14 70 0.55 2 2 0.25 0.00 7.02 6.00 861.90 2.85 448.09 4.81 1589.00 60 0.55 2 2 0.25 0000 7.02 6.00 868.85 2.87 448.04 4.81 '1565.49 -6 0.09 2 2 0.25 0.00 7.02 6.00 228.22 2.51 0.00 5.49 2623.17 940 0.64 2 2 0.25 0.00 7.02 6.00 1005.80 2.80 0.00 4.91 1566.66 I I i I I I I I I I I I I I ~ ! I S 5G 0.64 2 2 0.25 0.00 ?.OZ 6.00 9~1.87 2.53 &&8.11 4.91 1544.97 ,dm,, 1 5 40 0.64 2 2 0.25 0.00 7.02 6.00 987.87 2.83 448.03 4.91 1538.74 1 S 30 0.64 2 2 0.25 0.00 7.02 6.00 955.69 2.84 444.42 4.91 1535.34 1 5 20 0.64 2 2 0.25 0.00 7002 6.00 9fll.40 2085 442.57 4.91 1528066 1 5 10 0.64 2 2 0.25 0.00 7.02 6.00 981.33 2.85 441.34 4o91 1528.62 w I 6 -1 0.19 2 2 0.35 0.00 8.41 12.00 308.83 4.82 0.00 6.39 1600o&3 I 6 270 0.19 2 2 0035 0.00 8.41 12.00 308.43 4.82 452.24 6.39 1598.10 · I 6 260 0.19 2 2 0.35 0.00 8.41 12.00 305.48 4.85 451.79 6.39 1582.78 1 6 250 0.19 2 2 0.35 0.00 8.41 12.00 302.87 4.87 451.77 6°38 1369029 1 6 240 0.19 2 2 0.35 0.00 8o41 12.00 302.12 4.87 450.32 6.38 1565.41 · I 6 230 0.19 2 2 0.35 0.00 8.41 12.00 300.85 4.88 450023 6.38 1358081 I 6 220 0.19 2 2 0.35 0.00 8.41 12000 299089 4.89 449.99 6038 1553083 I 6 210 0.19 2 2 0.35 0.00 8.41 12.00 299.22 4.89 449.09 6.38 1550.37 · 1 6 200 0.19 2 2 0035 0.00 8.41 12.00 296.88 4.91 448.75 6.37 1538.24 I 6 190 0.19 2 2 0.35 0.00 8.41 12.00 295.46 4.92 448.73 6037 1530.86 1 6 -2 0.08 2 2 0035 0.00 8.41 12.00 98.20 5.12 0.00 5.43 1292.05 1 6 980 0.27 2 2 0.35 0.00 8.41 12.00 388.45 4.96 0.00 6oll 1444.04 1 6 180 0.27 2 2 0.35 0.00 8.41 12.00 3?7.36 5.02 449.22 6.10 1402.84 1 6 o3 0.03 2 2 0.35 0.00 8.41 12.00 52.41 4.74 0.00 5.95 1588.10 · I 6 970 0.30 2 2 0.35 0.00 8.41 12.00 424.07 4.98 OeO0 6.08 1404.21 I 6 170 0.30 2 2 0.35 0.00 8.41 12.00 419.99 $.00 449.29 6.08 1390.69 I 6 160 0.30 2 2 0.35 0.00 8.41 12.00 415.64 5.02 449.26 6.08 1376.29 · I 6 150 0.30 2 2 0.35 0.00 8.41 12000 412.82 5.03 448.88 6.08 1366.95 I 6 -4 0.15 2 2 0.35 0.00 8.41 12.00 227.70 4.95 0.00 6.05 1478.56 I 6 960 0.46 2 2 0.35 0.00 8.41 12.00 639.53 5.00 0.00 6.07 1402.47 I 6 140 0.46 2 2 0.35 0.00 8.41 12.00 629.86 S.03 449057 6.07 1381.26 I 6 130 0.46 2 2 0.35 0.00 8.41 12.00 617021 5.08 448.69 6.06 1353.53 I 6 120 0.46 2 2 0.35 0.00 8.41 12.00 613.77 5.10 448.67 6.06 1345.98 ~ I 6 -5 0.10 2 2 0.35 O.O0 8.41 12.00 157.61 4.89 0.00 6.48 1592.06 I 6 950 0.55 2 2 0.35 0.00 8.41 12.00 764.32 5.05 O.O0 6.14 1377.15 1 6 110 0.53 2 2 0.35 0.00 8.41 12.00 752.83 5.09 448.77 6.13 1356.45 C I 6 100 0.55 2 2 0.35 0.00 8.41 12000 744.59 5.1.2 448.71 6.13 1341.61 I 6 90 0.55 2 z 0.35 0.00 8.41 12.00 742.68 5.13 448.15 6.13 1338.16 1 6 80 0.55 2 2 0.35 0.00 8.41 12.00 740.98 5.13 447.86 6.13 1335.09 C I 6 70 0.55 2 2 0.35 0.00 8.41 12.00 735.17 5.15 447.84- 6.13 1324.63 I 6 60 0.55 2 2 0.35 0o00 8.41 12.00 729.15 5.18 447.80 6.12 1313.78 1 6 -6 0.09 2 2 0.35 0.00 8.41 12.00 150064 4.76 0.00 6.90 1731.54 1 6 940 0.64 2 2 0.35 0.00 8.41 12.00 849.03 5.10 0.00 6.23 1322.48 I 6 50 0.64 2 2 0.35 O.OO 8.41 12.00 840.95 5.13 447.88 6.23 1309.90 1 6 40 0.64 Z 2 0.35 0.00 8.41 12.00 838..71 5.14 447.81- 6.23 1306.40 ~ I 6 30 0.64 2 2 0.35 0.00 8.41 12.00 837.54 5.14 444.04 6023 1304.57 1 6 20 0.64 2 2 0.35 0.00 8.41 12.00 835.18 5.15 442.31 6.23 1300.90 I 6 10 0.64 2 2 0.35 0.00 8.41 12.00 835.16 5.15 441.34 6.Z3 1300.88 ~,, I 7 -1 0.19 2 2 0.45 0.00 9.62 24.00 187.64 9.20 0.00 7.49 972.24 I 7 270 0.49 2 2 0.45 0.00 9.62 24.00 157.49 9.20 . 451.36 7.48 971.43 1 ? 260 0.19 2 2 0.45 0.00 9.62 24.00 181.75 9.25 451.07 ?.48 941.71 'm~ I 7 250 0.19 2 2 0.45 0.00 9.62 24.00 181.70 9.53 451.06 ?.49 941.45 I ? 240 0.19 2- 2 0.45 0.00 9.62 24.00 191.72 9.56 449.12 7.49 941.57 1 7 230 0.19 2 2 0.45 0.00 9.62 24.00 181.77 9.59 448.95 ?.49 941.80 I 7 220 0.19 2 2 0.45 0.00 a.6Z 24.00 181.80 9.61 448.81 7.49 941.96 1 7 210 0.19 2 2 0.45 0.00 9.62 24.00 181.82 9.62 448.27 7.49 942.05 I ? 200 0.19 2 2 0.45 0.00 a.62 24.00 181.88 9.64 448.07 7.49 942.41 ~ I ? 190 0.19 2 2 0.45 0.00 9.62 24.00 181.91 9.66 448.06 7.49 942.52 1 7 -2 0.0~ 2 2 0.45 0.00 9.62 z4.00 63.26 9.75 0.00 6.54 832.31 1 ? 980 0.27 2 2 0.45 o.oo 9.62 24.00 250.50 9.68 0.00 7.22 931.24 L 1 7 180 0.27 2 2 0.45 0.00 9.62 24.00 248.73 9.70 448.60 7.22 924.64 1 7 -3 0.03 2 2 0.45 0.00 9.62 24.00 31.70 9.69 0.00 7.00 960.72 I 7 970 0.30 2 2 0.45 0.00 9.62 24.00 280.43 9.70 0.00 7.20 928058 ~. 1 7 170 0.30 2 2 0.45 0.00 9.62 24.00 279.61 9.70 448.70 7.20 925.87 1 7 160 0.30 Z 2 0.45 0.00 9.62 24.00 278.73 9.71 448067 7.20 922.96 1 7 150 0.30 2 Z 0.43 0.00 9.62 24.00 278.12 9.72 448.10 7.20 920.94 I ? -4 0.15 2 2 0.45 0.00 ~.62 24.00 140.61 9.62 0.00 7.17 913.03 I 7 960 0.46 2 2 0.45 0.00 9.62 24.00 4~0.76 9.70 0.00 7.19 922.72 1 7 140 0.46 2 2 0.45 0.00 '9.62 24.00 418.70 9.71 448.71 7.19 918.21 4,.., 1 ? 130 0.46 2 2 0.45 o.oo 9.62 24.00 416.00 9.73 447.97 7.19 912.28 I ? 120 0.46 2 2 0.45 0.00 9.62 24.00 415.01 9.74 447.95 7.19 91O.ll 9~.~ ~.~? 0.00 ?.6~ 9~?.6~ 9~0 o.ss 2 ~ o.~s 0.00 9.6~ 2~.00 ~.s~ 9.z~ 0.00 ?.~z 9~.69 ~0 o.ss z ~ o.~s 0.00 ~.62 ~.oo so~.~s 9.~ .~.1o z.~? 916.31 ~00 o.ss 2 ~ o.~s 0.00 9.62 z~.oo s06.09 9.76 ~8.06 ?.26 911.a? 90 0.$$ 2 Z 0.45 0.00 9.62 24.00 505.4~ 9076 447.59 7.26 910.78 80 0.55 2 Z 0.45 0.00 9.62 24.00 $04.93 9.77 447.43 ?.26 909.78 ?0 0.55 2 Z 0.45 0.00 9.62 24.00 503.02 9.78 447.39 ?.26 906.33 60 0.55 2 2 0.45 0.00 9.62 24.00 $01.00 9.80 447.3? 7.26 902.70 -6 0.09 2 2 0.45 0.00 9.62 24.00 90.63 9.14 0.00 8.01 1041.77 940 0.64 2 2 0.45 0.00 9.62 24.00 589.55 9.76 0.00 7.36 918.31 SO 0.64 2 2 0.45 0.00 9.62 24.00 586.46 9.78 447.42 ?.37 913.49 40 0.64 2 2 0.45 0.00 9.62 24.00 585.60 9.78 447.3? 7.37 912.15 30 0.64 2 2 0.45 0.00 9.62 24.00 585.16 9.78 443.31 7.37 911.47 20 0.64 2 2 0.45 0.00 9.62 24.00 584.20 9.79 441.92 7.37 909.97 10 0.64 2 2 0.45 0.00 9.62 24.00 584.19 9.79 441.34 7.37 909096 ¢ · I I ! I I I I I ! I I I I I I I I I PASS8 2 EXECUTIVE CONTROL CARD 010 O? OPERATION ZNCREM, HAIN TINE INCREHENT' 0.15 v EXECUTIVE CONTROL CARD 010 08 OPERATION CORPUT, FROR XSECTNISTRUCT O/ I TO XSECTN/STRUCT 10/ 0 STARTING TIRE' 0.00 RAIN DEPTH' 3057 RAIN DURATION' 2.00 RAIN TABLE N008 2 SOIL CONDXTXONI 2 ALTERNATE NO.z & STORR NO.- 3 · SUBROUTZNE RUNOFF STRUCTURE 1 · TIRE flYDROGRAPH. TZERO= 0.00 DELTA T' 0.15 DRAINAGE AREAs 0.19 0.00 DXSCHG 0.00 0.00 0.00 0.02 3.72 52.57 240.58 313.73 229.38 170.91 · 1.50 DISCNG 135.47 116.47 100.91 86.76 75.46 41.79 14.74 5.12 1.72 0.53 3.00 DISCHG 0.12 0.00 SUBROUTINE RUNOFF STRUCTURE 2 TZ#E NYDROGRAPH. TZEROI 0o00 DELTA TI 0.15 DRAINAGE AREAs OeO8 0.00 DZSCNG 0.00 0.00 0.00 0.00 0.06 2.46 15.74 38oS4 S4.99 57.15 ~:~ 1.50 DXSCHG 51.50 45021 40.03 35.51 31.08 25.34 17.93 11.15 6.37 3.54 · 3.00 DZSCHG 2.01 1.12 0.61 0.34 0.17 0.08 0.03 0.00 SUBROUTINE ADDHYD CROSS SECTION 980 qlff TINE #YDROGRAPH~ TZERO· 0.00 DELTA Ti 0.15 DRAINAGE AREA~ 0.27 (E.., 0.00 DZSCNG O.O0 0.00 0.00 0.01 1.62 25.81 136.58 268.79 309.09 '274.2& 1.50 DISCHG 222.82 183.&2 156.17 134.99 116.98 89.90 56.00 29.14 13064 6.19 C. 3.00 DZSC#G 2,89 1,37 0,61 0.34 0,17 0,08 0,03 0,00 S ~ SUBROUTINE RUNOFF STRUCTURE 3 ~' TZHE flYDROGRAPH. TZERO- O.OO DELTA T- 0.15 DRAZNAGE AREA- 0.03 0.00 DISCHG 0,00 0.00 0o00 0,00 O,&O 11.95 55,15 44.41 29,41 22,64 ~ 1.50 DZSCHG 18.97 16.70 14.99 12.57 10.94 2.96 0.62 0.12 0.01 SUBROUTINE ADDHYD CROSS SECTION 970 ~ TZHE HYDROGRAPH, TZERO- 0.00 DELTA TI 0.15 DRAZflAGE AREAI 0.30 ~ 0.00 DXSCHG 0.00 0,00 0,00 0,00 1,23 25,64 133,73 231,3S 294,95 301,40 1.50 DISCHG 268,39 227,22 192,42 164.14 141.59 110,15 ~8,31 48,77 26,94 13.71 Rt. 3.00 DXSCHG 6.69 3.22 1.52 0.74 0.37 0.18 0.09 0.03 0.01 0.00 ~ SUOROUTZNE RUNOFF STRUCTURE 4 TIKE HYDROGRAPH, TZERO- 0.00 DELTA T' 0.15 DRAINAGE AREAm 0o15 0.00 DISCHG O.O0 0.00 0.00 0.00 0.68 17.88 94.05 174006 175.20 140.32 1.50 DZSCHG 114.04 96.43 83.52 72.54 62.42 44.67 23.88 10.80 4.91 2.19 3.00 DZSCHG 0.95 0.39 0.14 o.02 SUBROUTINE ADDflYD CROSS SECTION 960 TZ~E HYDROGRAPH, TZERO- O.O0 DELTA Tm 0.15 DRAINAGE AREA' 0.46 0,00 DZSCHG 0,00 0,00 0.00 0,00 1,36 32.42 176,59 349060 429,33 430,21 1.50 DISCHG 395.33 345,43 296,49 253,84 217,82 171,89 120,29 76,80 45,40 24,72 3.00 DISCHG 12.63 6.19 2.94 1.37 0.65 0.32 0.16 0.07 0.03 0.00 SUgROUTXNE RUNOFF STRUCTURE 5 a TZ~E HYDROGRAPH, TZEROz 0.00 DELTA Tm 0.15 DRAZNAGE AREA- 0.10 0.00 DXSC#G O.O0 0.00 0.00 0.03 1.90 21.95 98.13 152.30 129.01 97.78 1.50 OZSCHG 76.93 64.78 56.14 48.35 41.33 27042 12.58 5.21 2.15 0.86 _ 3.00 DZSCHG 0.33 0.11 0.01 · SUgROUTINE ADDNYO CROSS SECTZON 950 Title #¥DROGRAPH, TZERO- 0.00 DELTA Tm 0.15 DRAZNAGE AREA' · 0.00 DZSCHG O.O0 O.O0 0.00 0.03 2.32 32.39 164.39 331.50 429.37 476.41 1.$0 DXSCHG 479.53 451.17 405040 354.22 305.57 250.01 189081 136.01 91.45 57047 3.00 DXSCHG 33.82 18.74 9.86 $.00 2.46 1.19 0.58 0.28 0.13 0.06 · 4.50 DZSCHG 0o02 0o00 SUBROUTZNE RUNOFF STRUCTURE 6 TX~E NYDROGRAPN, TZEROm OoOO DELTA T' 0.15 DRAI#AGE AREA' 0.09 · 0.00 DXSCNG 0o00 0.00 O. OO 0.51 7.SZ 45.22 160.83 170.72 114029 82.80 1.50 DZSCHG 65.31 55.61 47.87 41.03 35041 17o49 5.45 1.67 O.SO 0.13 3.00 DXSCHG 0.01 · SUgROUTXNE ADD#YD CROSS SECTION 940 TXHE NYDROGRAPH, TZERO- 0.00 OELTA T' 0.15 DRAXNAGE AREAw 0.64 0.00 DXSCflG 0.00 O.OO 0.00 0.52 8.08 S3.72 211.86 315.96 378.15 449.55 ~ 1.50 DZSCHG 497.24 511.89 494.85 456.20 407.42 340.56 274.93 215.51 161.22 114.34 3.00 DXSCHG 76.65 48.59 29.15 16.62 9.06 4.75 Z.42 1.21 0.59 0.29' 4.50 DZSCHG 0.13 0.06 0.00 C ENDCHP ~ PASSs 9 EXECUTZV£ CONTROL CARD 02~ O? OPERATION INCRE#, HAiN TiME iNCREMENT- 0.15 EXECUTIVE CONTROL CARD OZ$ 08 OPERATZON CO#PUT, FROM XSECTN/STRUCT O/ I TO XSECTNISTRUCT 10/ 0 -- STARTING TZHEz 0.00 RAIN DEPTH- (.20 RAiN DURATION- 2.00 RAiN TABLE NO.s 2 SOIL CONDITION- Z · ALTERNATE NO.- 3 STORR NO.- 3 · · SUBROUTINE RUNOFF STRUCTURE I · TIRE HYDROGRAPN, TZERO- 0.00 DELTA Ts 0.13 DRAINAGE AREAs 0.19 · 0.00 DZSCHG 0.00 0.00 0.00 0.24 8.91 80.56 32&.12 406.96 291.79 214.&0 · 1.S0 DXSCHG 168.37 143.83 124.07 106.36 92032 S1.09 18.02 6.26 2.10 0.64 3.00 DXSCHG 0.15 0.00 SUBROUTINE RUNOFF STRUCTURE 2 TiNE #YDROGRAP#, TZERO- 0.00 DELTA T' 0.15 DRAINAGE AREA' 0.08 0.00 DZSCNG 0.00 O.O0 0.00 0.00 0.19 4029 24.08 SS.79 77.04 78.05 1.50 DZSCHG 68.92 59.58 52.14 43.82 39.83 32.33 22.82 14.16 8.10 4.49 · 3.00 DISCHG 2055 1.42 0077 0043 0.22 0010 0.04 0o01 SUBROUTINE ADDHYD CROSS SECTION 980 TXRE HYDROGRAP#, TZEROa 0.00 DELTA Ts 0.15 DRAZNAGE AREAs 0.27 0.00 DISC#G 0.00 0.00 0.00 0.10 4.07 41.91 193.55 363.65 407.13 354.07 1.50 DZSCHG 283.40 230089 195.20 167.82 144.86 110.89 68.81 35.73 16075 7.62 3.00 DZSCHG 3.58 1.71 0.77 0.43 0.22 0.10 O.O& 0.01 · SUBROUTINE RUNOFF STRUCTURE 3 · TZflE HYDROGRAP#, TZERO~ 0o00 DELTA 78 0.15 DRAINAGE AREA- 0003 0.00 DZSCNG 0000 0000 0.00 0.00 1.33 18.88 74.56 57.78 37.&8 28.50 1.50 DISC#G 23.70 20.78 18.59 13.55 13051 3.66 0.76 0.15 0o01 SUBROUTINE ADDHYD CROSS SECTION 970 TiRE HYDROGRAPN, TZERO~ 0.00 DELTA Ts 0.15 DRAINAGE AREAm 0030 · 0o00 DZSC#G 0000 0000 0.00 0.05 3.51 42.30 191.05 319.64 396.23 394.60 1.50 DXSCHG 343.95 286.64 240.2? 203.59 174.79 135.16 95.18 $8.57 31.96 16.09 3.00 DZSC#G 7.81 3075 lo78 0.86 0.44 0.22 0.10 0.04 0.01 0.00 ~.~ SUBROUTINE RUNOFF STRUCTURE TIRE HYDROGRAPH, TZEROm 0.00 DELTA Tm 0.15 DRAZNAGE AREAm 0.15 0.00 DISCHG 0.00 0.00 0.00 0.01 1.96 29.17 133.50 235.23 230.54 181.29 1.50 DZSCHG 145.38 121070 104.66 90.43 77.50 $5.34 29.56 13.36 6.08 3.00 DZSCHG 1.18 0.48 0.17 0.03 SUBROUTZNE ADDNYD CROSS SECTION 960 TIRE NYDROGRAPH, TIER08 0.00 DELTA T- 0o15 DRAINAGE AREAs 0.00 DZSCHG 0.00 0000 O.OO 0004 3096 54.30 256.17 484.02 578.90 $67.14 1.50 DZSC#G 510.21 438.04 371.32 315.31 269.10 211.08 146.41 92.31 53.76 28.84 3.00 DXSCHG 14055 7.07 3034 1.55 0.75 0.37 0o18 0.08 0003 0.00 SU3ROUTINE RUNOFF STRUCTURE I I I I I ! I I ! I I I } I I I I I I '~ TXME HYDROGRAPH, TZERO' 0.00 DELTA Ts 0.13 DRA[NAGE AREAz 0.10 ~1~ 0.00 DXSCHG 0o00 0.00 0.00 0.13 4.17 33.49 132.74 198.39 164.68 123.10 1.50 DXSCHG 95.86 80.11 69.07 59.26 50.$Z 33.47 15.35 6.36 2.63 1.05 _ 3.00 DXSCHG 0.40 0.13 0.01 .... SUOROUTZNE ADDHYD CROSS SECTZON 930 TXflE HYDROGRAPH, TZERO- 0.00 DELTA Tm 0.15 DRAZNAGE AREAm 0.55 0.00 OZSCflG 0.00 0.00 0.00 0.19 $.3Z 53.37 Z40.78 470.02 397.12 645.64 1.50 DXSCHG 631.80 579.09 509.35 438.16 374.04 303.1Z 226.94 159.50 104.75 64.11 3.00 DZSCHG 36.69 19.78 10.15 5.03 2.44 1.1T 0o57 0.27 0.13 0.05 S.SO DZSC#G 0.02 0.00 SUBROUTZNE RUNOFF STIUCTURE 6 TZ#E HYDROGRAPN, TZERO- 0.00 DELTA T' 0.13 DRAZNAGE AREA- 0.09 · 0.00 DZSCHG 0.00 0.00 0.00 1.47 13.11 63.03 206.88 214.06 141.33 101.40 1.50 DXSCHG 79.46 67.38 57.85 49.50 42.67 21.07 6.56 2.01 0.60 0.15 3.00 DZSCHG 0.01 · SUBROUTZNE ADDHYD CROSS SECTXON 940 TXflE flYDROGRAP#, TZEROm 0.00 DELTA T' 0.13 DRAZNAGE AREAm 0.64 0.00 DZSCHG 0.00 0.00 0.00 1.$2 14.61 78.89 289.97 436.93 530.44 623.95 · 1.$0 DZSC#G 6?4.82 676.37 636.84 573.54 502.60 413.90 329.05 253028 185.37 128.12 3.00 DXSCHG 83.43 51.24 29.75 16.41 8.67 4.4Z 2.20 1.08 0.52' 0.2S 4.50 DXSCHG 0.11 0.03 0.00 ~,. ENDCIqP · I i ! I I I I i I I I I I I I ! PASS- 16 EXECUTIVE CONTROL CARD 050 07 OPERATION ZNCREM, MAIN TZME INCREMENTs 0.15 EXECUTIVE CONTROL CARD 050 08 OPERATION COMPUT, FROM XSECTNISTRUCT O/ 1 TO XSECTNISTRUCT 101 0 STARTING TZME~ O.O0 RAIN DEPTHz 4.70 RAIN DURATION- 2.00 RAZN TABLE NO. · ALTERNATE NOD- 2 STORH NO.- 3 · SUBROUTINE RUNOFF STRUCTURE 1 TIME HYDROGRAPN, TZEROs 0.0~ DELTA T- 0.15 DRAINAGE AREAm 0.19 · 0.00 DZSCHG 0.00 0.00 0.00 0.79 14.72 105.27 393034 482.72 342.04 249.18 1.50 DZSC#G 194.57 165.35 142.43 121.88 105.67 58.45 20062 7o16 2.41 0.73 3.00 DZSC#G 0.17 0.00 SUBROUTXNE RUNOFF STRUCTURE 2 TIME HTDROGRAPH~ TZEROm 0.00 DELTA T- 0.15 DRAINAGE AREA- 0.08 O.OO DZSCNG 0.00 0.00 0.00 0000 0058 6.14 31.63 70.74 95074 95.52 · 1.50 DXSCHG 83.32 71.36 62.02 54.18 46.89 37.96 26.76 16.62 9.49 5.25 3.00 DZSCHG 2.98 lo66 0.90 O.SO 0.26 0.12 0o03 0.01 SUBROUTXNE ADDHYD CROSS SECTION 980 w TXNE NYDROGRAPH; TZERO 0.00 DZSC#G O.O0 0.00 0.00 0.35. 7.17 58.18 246.66 446.82 488000 417.10 1.50 DZSCHG 330.32 267.65 225.$S 193.38 166.55 126.79 78.01 40.25 18.84 8.60 ~,, 3.00 DZSCHG 4.07 lo96 0.90 0050 0.26 0.12 O.OS 0.01 C SUBROUTINE RUNOFF STRUCTURE 3 TIME HYDROGRAPH~ TZERO' 0.00 DELTA T~ 0.15 DRAINAGE AREA~ 0.03 0000 DXSCflG 0.00 0.00 0.00 0.03 2.53 24.98 90.62 68065 43.96 33.18 1.50 DZSCHG 27.47 24.02 21.45 17.92 15.55 4.21 0.88 0.17 0.02 SUBROUTINE ADDHYD CROSS SECTION 970 ri,, TIME HYDROGRAPH, TZERO- O.00 DELTA 0.00 DZSC#G 0.00 0.00 0.00 0o21 6.48 58.56 243.03 397.49 481080 470.13 lo50 DXSCflG 403.42 33Z.85 277.42 234.27 200.63 154.38 107.75 65.59 35.44 17073 4~ 3.00 DZSCHG 6.58 ~.13 1.97 0.97 0049 0.25 0.11 0.04 0.01 0.00 SUBROUTINE RUNOFF STRUCTURE TIME HYDROGRAPH, TZERO- 0.00 DELTA Tm 0.15 DRAINAGE AREAs 0.15 Q 0.00 DXSCHG 0.00 0.00 0.00 0.08 3.64 39.81 167.27 286.03 275.87 214.54 1.50 DXSCHG 170.64 141.96 121.$3 104.68. 89.$0 63.81 34.07 15.40 7.00 3.12 3.00 DZSCNG 1.36 0.56 0.20 0.o5 SUBROUTINE ADDNYD CROSS SECTION 960 TIME HYDROGRAPN, TZERO- 0.00 DELTA Tm 0.15 DRAINAGE AREAm 0.46 0.00 DISC#G 0000 0.00 0.00 0.21 7.48 75.97 328.26 601.76 706.41 680.08 1.50 DZSC#G 601.91 510.35 429.24 362.85 308.80 241.14 165.92 103.38 59.42 31.49 3.00 DZSCNG 15.74 7.61 3.60 1.67 0.81 0.41 0.20 0.09 0.03 o.oo $U3ROUTZNE RUNOFF STRUCTURE 5 ~ TZ~E HYDROGRAP~. TZERO= 0.00 DELTA T= 0.15 DRAINAGE AREA= 0.10 0.00 DI$CHG 0.00 0.00 0.00 0.44 6.60 43.74 161.54 255.97 193.47 14].40 1.50 DZ$CHG 110.97 92.31 79.32 67.91 57.79 38026 3.00 DISC#G O-&5 0.1S 0.02 ~ SUBROUTINE ADDflYD CROSS SECTION 950 TINE HYDROGRAPH, TZERO- 0.00 DELTA T= 0.15 DRAINAGE AREA- O. SS O 0.00 DISCHG 0.00 O. OO 0000 0.51 9049 74.64 312.96 597.45 746.98 790.39 1.50 DXSC#G 755.85 678.77 587.82 500.54 424.72 341.97 253.05 174.80 112.40 67.21 3.00 DXSCHG 37.56 19.80 9.96 4.87 2.34 1.13 0.55 0.26 0.1Z 0.05 0 4.S0 DXSC#G 0.01 0.00 SUBROUTINE RUNOFF STRUCTURE 6 TINE HYDROGRAPH, TZEBO- 0.00 DELTA T~ 0.15 DRAINAGE AREAm 0.09 0 0.00 DZSCHG 0.00 0.00 0.02 2.67 18.33 78.03 24,.18 248.73 162.8S 116.1~ 1.SO DXSCHG 90.66 76.69 65.73 56.19 48.41 23089 7.44 2.28 0.68 0.18 3.00 DISCHG 0.01 SUBROUTINE ADDHYD CROSS SECTION 940 TINE HYDROGRAPfl, TZERO' 0.00 DELTA T= 0.15 DRAINAGE AREA- 0.64 0.00 DXSC#G 0.00 0.00 0.02 2.82 21.24 103.07 364.01 $55.19 678.53 78S.9& Iff 1.50 DISC#G 8~9.97 810.84 745.73 658.80 569.21 463.4Z 363.56 Z75.06 196.98 132.66 3.00 DXSC#G 83.91 49.97 Z8.12 15.05 7.74 3.86 1.89 0.92 0.44 0.21 4.50 DZSCHG 0.09 0.00 . ENDCNP ~ I I I I I I I I I I I I I I ! I PASS' 23 EXECUTIVE CONTROL CARD OPERATION INCREfl. HAIN TINE ZNCRENENT- o.15 EXECUTIVE CONTROL CARD 100 OPERATION COHPUT, FRON XSECTNISTRUCT OI 1 TO XSECTNISTRUCT 101 0 STARTING TINE- 0.00 RAIN DEPTH- 5.19 RAIN DURATION- 2.00 RAIN TABLE ~ ALTERNATE NO.- 1 STORfl NO.- 3 t~ SUBROUTINE RUNOFF STRUCTURE 1 TIRE flYDROGRAPH, TZERO' 0.00 DELTA Tm 0.15 DRAINAGE AREA' 0.19 · 0.00 DISCHG 0.00 0.00 0.00 1.69 21073 131.22 463.04 558.01 391.67 283.37 1.50 DXSCHG 220.25 186.81 160.37 137.05 118.70 65.64 23015 8.04 2.70 0.82 3.00 DXSCHG 0.19 0.00 SUBROUTINE RUNOFF STRUCTURE · TI#E HYDROGRAPH, TZERO' 0.00 DELTA T' 0.15 DRAINAGE AREA' 0.08 0.00 DISCHG 0.00 0.00 0.00 0.01 0.67 8032 39.72 86.27 114.87 113.21 · 1.50 DZSC#G 97080 83.15 71.84 62.48 53.88 43.52 30.64 19.02 10.87 6.00 3.00 DXSCflG 3.40 1.89 1.03 0.57 0.29 0.14 0.05 0.01 SUBROUTINE ADDHYD CROSS SECTION 980 ~ TIRE NYDROGRAPH, TZEROm 0.00 DELTA Tm 0.15 DRAINAGE AREA' 0027 0.00 DISCHG 0.00 0.00 0.00 0.79 11.24 76.66 303.38 532.37 568.58 478.66 1.50 DZSCHG 375.84 303.36 255.06 218.22 187.63 142.04 86.65 44.44 20.78 9.52 ~, 3.00 DISCHG 4.54 2.20 1.03 0.57 0.29 0.14 0.05 0.01 SUBROUTZNE RUNOFF STRUCTURE 3 TIRE HYDROGRAPN, TZERO- 0.00 DELTA T- 0.15 DRAINAGE AREA- 0003 0.00 DISCHG 0.00 0.00 0.00 0.10 4.03 ]1.37 106.77 79044 50.36 37.78 1.50 DISCHG 31.17 27.20 2&.25 20.23 17.55 4.75 0.99 0.19 0.02 SUBROUTINE ADDHYD CROSS SECTION 970 TIRE NYDROGRAPH, TZERO- 0.00 DELTA Tm 0.15 DRAINAGE AREA- 0.30 O.O0 DXSCHG 0.00 0.00 0.00 0.53 10.45 77.10 299037 479.98 569.43 544.89 1.50 DZSCHG 460.87 377.00 312.90 263.62 225.39 172.57 119.25 71.74 38.35 19.04 3.00 DISCHG 9.19 4.43 2.12 1.05 0.54 0.27 0.13 0.05 0.01 0.00 SUBROUTINE RUNOFF STRUCTURE 4 TIRE flYDROGRAPH; TZEROm O.OO DELTA Tm 0.15 DRAINAGE AREA' 0.15 (., 0.00 DISCHG 0.00 0000 0.00 0.22 5.88 51.49 202.04 337.29 321.18 247.56 1.50 DZSC#G 195.61 161.91 138.12 118.65 101.26 7Z.11 38.45 17.39 7.91 3.52 3.00 DISCHG 1.53 0.63 0.23 0.04 SUBROUTZNE ADD#YD CROSS SECTION 960 TIRE HYDROGRAPH, TZERO- 0.00 DELTA Tm 0.15 DRAINAGE AREA- 0046 0.00 DZSCHG 0.00 0.00 O. O0 0.54 12.29 100.89 406.28 725094 837.87 793.29 1.50 DXSCNG 691.34 579.63 484.41 408.15 346.?0 269.58 lS3.90 113.12 64.09 33.52 3.00 DXSCHG 16.60 7.98 3.77 1.76 0.86 0.43 0.21 0.09 0.03 0.00 SUBROUTINE RUNOFF STRUCTURE 5 ! I I I I I I I ! I I I ! I ] I I I I '"'* TI~E HYDROGRAPH, TZE~O= 0.00 DELTA T= 0.15 DRAZNAGE AREA- 0.10 0.00 DZSCHG 0.00 0.00 0.00 0.81 9.65 S4.60 190.64 273.&0 221.95 163.39 1.50 DZSCHG 125.81 10&.25 89.35 76.35 6&.89 &2.93 19.68 8.15 3.37 1.35 ~ 3.00 DZSCHG 0.51 0.17 0.02 $USROUTZNE ADDHYD CROSS SECTZON 950 ~1~ TZHE HYDROGRAP#, TZERO' 0.00 DELTA T' 0.15 DRAZNAGE AREA' 0.55 0.00 DZSCHG 0.00 0.00 0.00 1.03 14.73 99.56 393.17 735.S$ 905.17 937.92 · 1.50 DXSCHG 877.66 773.60 661.07 558.44 471.90 377.87 276044 187.66 118.12 69.00 3.00 DZSCHG 37.67 19.45 9.62 4.65 2.22 1.07 0.52 0.25 0.12 0.04 4.50 DISC#G 0.00 · SUSROUTZNE RUNOFF STRUCTURE 6 TZRE HYDROGRAPH, TZERO- 0.00 DELTA Tm 0.15 DRAZNAGE AREA- 0.09 0.00 DXSCHG 0.00 0.00 0.07 4.23 23.99 93.30 281.16 282.84 183.94 130.57 · 1.50 DXSCH6 101.60 85.7? 73.42 62.72 54.00 26.65 8.30 2.54 0.76 0.20 3.00 DZSCHG 0.01 · SUBROUTXNE ADDHYD CROSS SECTXON 940 TZRE HYDROGRAPH, TZEROm 0.00 DELTA Tm 0.15 DRAZNAGE AREA' 0.64 0.00 OZSCHG 0.00 0.00 0.07 4.55 28.97 130.16 444.98 685.01 838.96 955.93 1.50 DZSCHG 986.50 941.12 847.60 736.74 629.60 508.01 393.98 293031 205.66 135.06 3.00 DZSCHG 83.05 48.03 26.26 13.'69 6.88 3.38 1.64 0.80 0.38 0.18 4.50 DZSCHG 0.07 O.O0 ENDC#P · (,,, f"' 4L SUH~ARY TABLE 3 ~-) _. · DISC#ARGE,CFS 01 Q2 03 e4 Q3 06 07 08 09 010 · XSECISTRUC NO. -6 ALTERNATE I 299.61 326.&8 29&.59 283.86 228.22 150.64 90.63 0.00 0.00 0.00 · ALTERNATE Z 256.38 276.28 257.87 249.02 199.22 130.72 79.85 0.00 0.00 0.00 ALTERNATE 3 208.00 231.03 220.78 211.21 172.56 112.21 69.89 0.00 0.00 0.00 ALTERNATE 4. 163.74 181.85 17&.80 171.82 137.35 91.82 57.25 0.00 0.00 0.00 · XSECI$?RUC NO. -5 ALTERNATE I Z&3.51 271.86 274.31 266.42 223.07 157.61 94.81 0.00 0.00 0.00 , ALTERNATE 2 205.52 226.68 237.06 230.1& 192.22 135.46 83.11 0.00 0.00 0.00 ALTERNATE 3 163.&7 186.40 199.68 191.13 164.05 11&.95 72.38 0.00 0.00 0.00 ALTERNATE & 125.&0 143.27 153.8& 151.12 127.26 92.&9 59.89 0.00 0.00 0.00 · XSEClSTRUC NO. ALTERNATE I 305.50 3&&.~l 349.02 34].5& 302.90 227.70 140.61 0.00 0.00 0.00 · ALTERNATE 2 253.92 279.22 297.47 292.53 258.52 193.71 122.]9 0.00 0.00 0.00 ALTERNATE 3 197.49 225.86 246.29 238.35 218.]1 162.&3 107.&6 0.00 0.00 0.00 ALTERNATE & 147.32 169.73 179.13 183.56 166.32 128.&6 83.]0 0.00 0.00 0.00 XSECISTRUC NO. -3 ALTERNATE 1 98.26 105.81 109.58 89.95 78.09 52.41 31.70 0.00 0.00 0.00 Em,, ALTERNATE 2 61.27 86.73 93.34 77.25 66.62 44.62 27.71 0.00 0.00 0.00 ALTERNATE 3 62.82 69.95 77.17 63.67 56.57 37.45 24.03 0.00 0.00 0.00 ALTERNATE 4 46.55 52.27 57.59 49.83 43.26 29.66 19~20 0.00 0.00 0.00 · XSECISTRUC NO. ALTERNATE 1 91.06 114.18 117.87 117.41 120.01 98.20 63.26 0.00 0.00 0.00 · ALTERNATE 2 73.98 92.22 98.78 98.38 100.51 82.32 S4.36 0.00 0.00 0.00 ALTERNATE 3 55.66 73.05 78.86 78.42 83.03 67.85 46.26 0.00 0.00 0.00 ALTERNATE 4 39.55 53.36 57.35 58.63 60.81 52.32 35.82 0.00 0.00 0.00 XSECISTRUC NO. -1 ALTERNATE I 522.21 580.67 560.45 552.41 4S3.44 308.88 187.64 0.00 0.00 0.00 ~1, ALTERNATE 2 439.15 481.63 484.15 477.40 390.39 265.01 165.86 0.00 0.00 0.00 ALTERNATE 3 347.15 384.66 407.62 396.74 332.83 224.45 144.57 0.00 0.00 0.00 ALTERNATE 4 265.37 293.99 313.83 313.85 257.65 180.09 116.55 0.00 0.00 0.00 XSECISTRUC NO. 10 ALTERNATE 1 628.04 929.53 974.42 969.27 981.38 835.16 S84.19 0.00 0.00 0.00 ALTERNATE 2 501.55 734.20 818.89 816.01 822009 708.19 509.45 O. OO 0.00 0.00 ALTERNATE 3 378.40 574.07 672.49 654.40 674.1~ 592.49 440.96 0.00 0.00 0.00 ALTERNATE 4 281.97 425.83 505.49 504.84 506.73 470.02 351.43 0.00 0.00 0.00 XSECISTRUC NO. 20 ALTERNATE I 628.04 929.54 974.44 969.~9 981.40 835.18 584.20 0.00 0.00 0.00 ALTERNATE 2 501.55 734.21 818.90 816.02 822.11 708.21 509.46 0.00 0.00 0.00 ALTERNATE 3 378.41 574.07 672.50 654.41 674.13 592.50 440.96 0.00 0.00 0.00 ALTERNATE 4 281.97 425.84 505.50 504.84 506.74 470.03 351.43 0.00 0.00 0.00 XSECISTRUE NO. 30 ALTERNATE 1 628.73 931.52 976.&7 971.69 985.69 837.54 585.16 0.00 0000 0.00 ALTERNATE 2 502.06 735.56 820.47 818.13 825.77 710.33 510.34 0.00 0.00 0.O0 ALTERNATE 3 378.75 574.98 673.77 657.92 676.36 594.38 441.76 0.00 O.O0 0.00 ALTERNATE 4 282.22 426.45 506.49 505.97 508.18 471.59 352.11 0.00 0.00 0.00 XSEC/STRUC NO. 40 ALTERNATE I 629.08 932.56 977.55 972.94 987087 838.71 SaS.e0 0000 0.00 0.00 ALTERNATE 2 $02.32 736.25 8~1.29 819.1S 827.59 711.35 510.75 0.00 0.00 O.O0 I I I I I I I I I I ] I ! I I I I I 1 ALTERNATE 3 378.91 575.&1 67&.3~ 658.75 677.&? 595.25 442.12 0.00 0.00 0.00 ~ ALTERNATE & 282.34 &26.73 506.96 506.49 508.8? 472.31 352.4~ 0.00 O.O0 O.O0 X$EClSTRUC NO. 50 _ ALTERNATE I 629.87 934.44 979.50 9?5.25 991.87 840.95 586.46 0.00 0.00 0.00 ALTERNATE 2 502.91 738.43 824.41 821.16 831.05 713.31 511.53 0.00 0.00 0.00 ALTERNATE 3 379.25 576.24 675.55 660.30 689.26 596.94 442.83 0.00 0.00 0.00 ~ ALTERNATE 4 282.63 427.27 507.84 507.50 510.23 473.69 353.02 0.00 0.00 0.00 XSECISTRUC NO. 60 · ALTERNATE I 629.97 874.84 886.16 876.16 868.85 729.15 501.00 0.00 0.00 0.00 ALTERNATE 2 S03o81 700.94 746.24 739.10 720.9& 617.84 436.17 0.00 0.00 0.00 ALTERNATE 3 380.01 555.03 609.76 594078 601.43 516.23 376.76 0.00 0.00 0.00 ~ ALTERNATE 4 283.17 414.27 457.12 453.72 452.73 408.30 299.18 0.00 0.00 0.00 XSEC/STRUC NO. 70 ALTERNATE 1 633.68 881.60 892.41 883.94 881.90 735017 503.02 0.00 0.00 0.00 ALTERNATE 2 506.76 707.01 751.79 746.10 740.12 623.20 438.00 0.00 0.00 0.00 ALTERNATE 3 381.99 560.08 614.03 600.96 607.33 520.93 378.40 0.00 0.00 0.00 · ALTERNATE 4 284.59 &18.18 460.09 457.47 456.96 412.18 300.58 0.00 0000 0.00 XSECISTRUC NO. 80 · ALTERNATE 1 637.23 887.95 898.42 891.34 894074 740.98 504.93 0000 0.00 0.00 ALTERNATE 2 S09.57 712.90 756.86 752.4S 751030 628.34 439°74 0.00 0.00 0.00 ALTERNATE ] 383.88 56&.84 620.75 606.41 624.13 $25.44 379.97 0.00 0o00 0.00 ALTERNATE 4 285.94 &21.84 462.9Z 465.59 461.25 415.90 301.91 0.00 0.00 0.00 (- XSECISTRUC NO. 90 · ALTERNATE 1 637.80 889.47 900.13 893.56 898.41 742.68 505.48 0.00 0.00 0o00 (Elf ALTERNATE 2 510.00 714.18 758.21 754.29 754.55 629.86 440.24 0.00 0.00 0.00 ALTERNATE 3 384.16 565082 621.87 607.92 626.94 526.77 380.43 0.00 0.00 0.00 ~ ALTERNATE 4 Z86.15 422.56 463.65 466.77 462.61 417.00 302.30 0.00 0o00 0.00 XSECISTRUC NOo100 :~ ALTERNATE 1 638043 891.21 902015 896.17 902.65 744.59 506.09 0000 0.00 0.00 ALTERNATE 2 510.47 715.61 759.73 7S6.37 758.23 631.55 440.79 0.00 0.00 0.00 ALTERNATE 3 384.40 567.12 623.08 609.56 630.08 528.24 380.93 0.00 0o00 0.00 ALTERNATE 4 286.38 423.35 464.46 468.05 464.18 418.20 302.73 0.00 O.O0 0.00 , XSECISTRUC N0.110 ~ ALTERNATE I 645.87 904.79 920.27 925.87 922.36 752.83 508.55 0.00 0.00 0.00 ALTERNATE 2 516.25 727.33 769.78 768.10 776.24 638.91 443.05 0.00 0.00 0.00 ALTERNATE 3 388.30 577.53 631.28 618.59 646.43 534.74 382.99 0.00 0.00 0.00 ~ ALTERNATE 4 289.13 431.37 472.22 475.13 484.55 423.57 304.50 0.00 0.00 0.00 XSEC/STRUC & ALTERNATE I 608.67 779.71 779.69 757.59 755.10 613.77 415.01 o.oo o.oo o.oo ALTERNATE 2 491.31 631.35 657.90 640.97 636.99 $20.60 361.11 0o00 0.00 0.00 ALTERNATE 3 371.64 504.67 537.31 518.62 530.98 435.30 311.70 O.O0 0.00 0.00 ALTERNATE 4 277.38 378.64 402.79 399.41 398.02 344.00 247.21 0.00 0.00 0.00 XSECISTRUC N0.130 ~: ALTERNATE I 614.94 786.04 786.13 779.84 763.21 617.21 416.00 0.00 0.00 0.00 ALTERNATE 2 496.52 6]6.95 663.94 646.86 6~&.32 523.60 362.02 0.00 ~o00 0.00 ALTERNATE 3 375.40 509.82 541.66 522.80 537.47 437.88 312.53 0.00 0.00 0.00 ~ ALTERNATE 4 280.13 382.47 405.70 402.50 403.14 346.10 247.93 0.00 0.00 0.00 XSEC/STRUC N0.140 ~ ALTERNATE I 633.04 808.47 808.92 810.03 788.51 629.86 418.70 0.00 0.00 0.00 ALTERNATE 2 511.33 656.73 684.06 686,7S 668.47 534.34 364.52 O.O0 0.00 0.00 ALTERNATE 3 386.20 527.41 563.94 555.84 560.27 446.84 314.84 0.00 0.00 0000 ALTERNATE 4 288.06 396.50 422.11 426.03 422.43 352.95 249.94 0.00 0.00 0.00 XSEC/STRUC N0.150 ALTERNATE 1 488.81 564.16 546.42 532.24 511.70 412.82 278.12 0.00 0.00 0.00 ALTFeNATF ~ 402.2~ 462.19 465.53 &5~.55 454.2S 350.53 242.34 0.00 0.00 0.00 I I I I I I I I I I I I I I I ! I I I ALTERNATE 5 310.~2 373.09 356°43 368.18 36&.86 293.63 209.48 0o00 0.00 0.00 '" ALTERNATE & 233°78 282°?5 291o97 281.25 276.75 232.30 166.50 0.00 0o00 0.00 XSECISTRUC N0.160 ALTERNATE I &96.54 569.81 551.14 537.43 516.17 415064 278.73 0.00 0.00 0.00 v ALTERNATE 2 409.39 467056 469.78 457.30 438.31 353.00 242.91 0.00 0000 0o00 ALTERNATE 3 316.11 378.58 390.26 372.44 368.48 2~5.77 210.00 0.00 0.00 0.00 ~ ALTERNATE 4 238.21 286.38 295.17 288.43 2?9.74 234.01 166.96 0.00 0.00 0.00 XSEC/STRUC gO.l?O · ALTERNATE I 509.47 582.63 565.65 545.87 523.45 419.99 279.61 0000 0o00 0.00 · ALTERNATE 2 420.43 4?6.54 4??053 464.83 444.78 356.83 243.73 0.00 0000 0.00 ALTERNATE 3 325.04 386035 396.74 378.99 3?4.23 299.09 210.77 0.00 0.00 0.00 · ALTERNATE 4 245.06 293.16 300.24 293.80 284041 236.70 167.64 0.00 0.00 0.00 · XSEC/STRUC N0.180 ALTERNATE 1 502.95 545046 529.94 508.44 480.99 3?7.36 248.73 0.00 0o00 0o00 ALTERNATE 2 416.97 447.7Z 451.13 433.57 409.25 320.82 216.79 0.00 0.00 0.00 ALTERNATE 3 323.48 360091 369.58 354.03 344.73 269.11 187047 O.OO 0.00 0.00 ~, ALTERNATE 4 244.29 273.73 279.51 274.64 262.32 213.17 149.11 0.00 0o00 0000 XSEC/STRUC N0.190 · ALTERNATE 1 456.90 4B4.92 462.19 452.24 398.10 295.46 181.91 0.00 0o00 0o00 · ALTERNATE 2 3B1.22 400.61 396.53 387.12 335.72 253.29 164.25 0.00 0o00 0o00 ALTERNATE 3 299048 326.55 331o75 307.40 285080 214.31 142.98 0.00 0o00 0o00 ALTERNATE 4 228.86 250004 254.46 241.82 221.30 171.68 114099 0000 OoO0 0o00 XSEC/STRUC NO.200 · ALTERNATE I 462079 489.26 479.71 460.55 402.99 296.88 181.88 0.00 0.00 0.00 ALTERNATE 2 385073 ~04.~6 ~00.64 39~35 3~5.17 2S~.5~ 1640~ 0.00 0.00 0.00 ALTERNATE 3 303.22 329.91 33~.91 324.19 2S8.22 215.39 143.16 0.00 0.00 0.00 C ALTERNATE 4 z32000 252.66 256.73 254.07 2z3.11 172.58 115..17 0.00 0.00 0.00 XSECISTRUC N0.210 A' ALTERNATE I ~71.63 497.42 494.00 475.70 &11.64 299.22 181.82 0.00 0000 0.00 ' ALTERNATE 2 394.19 411.04 422.44 407.60 352.76 256.59 16&.75 0.00 0.00 0.00 ALTERNATE 3 309.92 335.~3 351.82 335.55 299.72 217.17 143.~6 0.00 0.00 0.00 ALTERNATE ~ 237.01 256.91 261.30 263.05 23~.~0 17~.06 115.46 0.00 0.00 0.00 XSEC/STRUC N0.220 ~ ALTERNATE I ~73.07 507.31 &97.91 ~80.07 ~1~.16 299.89 181.80 0.00 0.00 0.00 ALTERNATE 2 395.60 ~12.72 ~25.82 411.39 354.93 257.17 164.83 0.00 0.00 0.00 ALTERNATE 3 310.89 336.66 354.65 338.7Z 301.58 217.67 143055 0.00 0000 O.OO ~ ALTERNATE 4 237.76 257.81 270.47 265.57 232.85 174.48 115.54 0.00 0.00 0.00 XSEC/STRUC N0.230 ~ ALTERNATE I 475.03 511.53 503.36 &86.28 ~17.78 300.85 181.77 0.00 0.00 0.00 ALTERNATE 2 397.03 &15.26 430.65 &16.90 358.14 258.01 164.95 0.00 0.00 0.00 ALTERNATE 3 31Z.21 338.~7 358.81 343.~3 304.34 218.~0 143.66 0.00 0.00 0.00 ALTERNATE & 238.80 259.08 273.70 269.3~ 235.01 1~5.05 ~15.65 0.00 0.00 0.00 XSECISTRUC N0.240 ~.. ALTERNAT~ I ~78.67 517.02 510.5~ ~9~.77 422.72 302.12 1~1.72 0.00 0.00 0.00 ALTERNATE 2 399.19 426.00 437.12 424,44 362.51 259.12 165.11 0.00 0.00 0.00 ALTERNATE 3 313.92 341.07 364.41 349.88 308.12 219.37 143.82 0.00 0.00 0.00 ~ ALTERNATE 4 240.12 260.80 278.08 274.54 237.98 175.89 115.80 0.00 0.00 0.00 XSECISTRUC NO.~50 ~ ALTERNATE I -480.41 520.35 514.87 499.88 425.68 302.87 181.70 0.00 0.00 0.00 ALTERNATE 2 401.3~ 428.89 441.02 428.98 365.13 259.78 165.19 0.00 0.00 0.00 ALTERNATE 3 314.98 3~8.49 367.78 353.76 310.39 219.9& 143.91 0.00 0.00 ALTERNATE 4 2&0.92 261.99 280.7& 277.69 239.76 176.3~ 115.89 0.00 0.00 0.00 XSEC/STRUC N0.260 ALTERNATE 1 501.09 540.60 536.37 5~2.63 ~37.61 30S.&~ ~81.7S ALT~RNAT~ ~ 418.87 448.01 461.50 4SO.OG )7~.03 ~62.0~ 165.49 O.O0 0000 O.O0 I I I I I I I I I I I I I I i I I I I ALTEqNAT~ 3 330.4~ 366.15 396059 372.60 320.04 2~1.93 144.20 0.00 0.00 0.00 "" ALTERNATE 4 252.63 279.73 2~6.21 293.31 247.41 17T.9~ 116.1~ 0.00 0.00 0.00 XSECISTRUC ALTERNATE I 520.95 576.86 557.86 548.95 451.50 308.43 187,49 0.00 0.00 0.00 -- ALTERNATE 2 437.24 467058 481085 47&.31 388.65 2~&.62 165.81 0.00 0.00 0.00 ALTERNATE 3 346.30 382.85 403.39 394.05 351.31 224oll 144.53 0.00 0.00 0 ALTERNATE 4 264.73 292.76 312.18 311.61 256.43 179.8Z 116.50 0.00 0.00 0.00 · XSECISTRUC N0.940 0 ALTERNATE I 634020 942.99 986.87 983073 1005.80 849.03 589.55 0000 0o00 0000 · ALTERNATE 2 506.17 745.08 831.20 829002 843.16 720.40 514037 0.00 0000 0.00 ALTERNATE 3 381.39 581.45 680076 667.36 699.70 603.08 445.41 0000 0.00 0.00 ~ ALTERNATE 4 284.16 430.00 511.91 513.37 523.04 478.73 355.24 0.00 0.00 0.00 · XSEC/STRUC N0.950 ALTERNATE I 656.66 924.66 938.9& 931.79 947.35 764.32 511.54 0o00 OoO0 0.00 ALTERNATE 2 525,16 746.11 790051 802.78 801014 648.70 445.82 0000 0000 0.00 ALTERNATE 3 394015 $94.23 648o03 645.00 669.59 543.61 385.52 0.00 0.00 0.00 · ALTERNATE 4 293041 &44.34 482.06 486.69 504.12 430.95 306071 0.00 0.00 0.00 · XSEC/STRUC N0.960 ~ ALTERNATE I 647.19 825.42 841050 830.21 807.25 639.53 420.76 0o00 ' 0.00 0o00 · ALTERNATE 2 523.62 671.46 712.26 705.32 685.91 543.36 366.37 0.00 0o00 0o00 ALTERNATE 3 395.91 540.43 586.99 573.19 576.89 435.33 316.81 0.00 0.00 0.00 ALTERNATE 4 296.24 408.28 434.25 442.90 438.01 360.20 231o72 0.00 0o00 0o00 XSEC/STRUC N0.970 · ALTERNATE I 516.65 590.25 574.05 532.14 529.74 424.07 280.43 0.00 0o00 ALTERNATE 2 426.77 484°52 &88o67 470.16 450.21 360.41 244.50 0,00 0.00 0.00 ALTERNATE 3 330.11 391.06 405o21 3B3.42 378.91 302.19 211,49 0.00 0o00 0.00 ~ ALTERNATE 4 249.03 296078 303.63 297.33 288.15 239.23 168.29 0.00 0.00 0.00 · XSEC/STRUC N0.980 T' ALTERNATE I 347.3& 591.75 571.44 540.34 504.03 388.45 230.50 0.00 0.00 0.00 ' ALTERNATE 2 455.05 487.30 488.99 462.12 430.63 330.87 218.47 0.00 0000 0.00 ALTERNATE 3 355013 395041 407.25 379.26 364.33 277.89 189.05 0.00 0o00 O.O0 ALTERNATE 4 268.38 297.41 309014 295.79 278.76 220.31 150.55 0.00 0.00 0.00 END JOB CARD ENCOUNTERED. END OF JOB. APPEND]~XES 2 -- ~/SP~ INPUT/OUTPUT I I I I I ! I I ! TITLE ;A<E$ ~F C~PP~LL~ TRILAN~ ~EVELG~NT/INC. C$~-~LeV ~1-3. ~.~ ~$0. ~4~.e 990. CSq-EL~V 1430. &E~ERAL SE~hT 1. O 0.00 ~6.8 446. SffG~£hZ ~. D 0.06 170. O. 450. 46.8 445. SO. · 90. ~]7.7 lZ).Z 446. 170. 4)0. END TABLE X$~CTN 020. ~00. ~00o ( SeNEgAL 445. $£B~ENT 1. 0 0.06 43.6 SEGM[NT ~. C 0.05 126.~ · SEGR£#T S. D 0.06 170. 45~. O. 452. 43.6 448. 80. 438.9 90. ~3~.~ 126.4 44e. ~?0. · ~O TAOL~ %SECTN 0~0. 170. 170. 1.0 &E{ERAL 449. S£4M&NT 1. D 0.06 44.& SE~4NT Z. C 0.03 125.6 449. SESHEhT J. O O.Ob 170. · O. 4)). ~4.4 449. 80. 440.09 90. 440.09 125.6 449. l?0w 453. END TADL~ ~, CULVERT 0~1. ~. S. ~. S.OS cuc~ 60. sz. lO. e. ~o. s. ~o.9 ~4o.6 O.OlSO. S cuu~ ~o. s~. ~o. o. ~o. s. ~4o.9 ~o.e O. OlSO o. ~s?. so. 4s3. loo. ~.s 203. 44~.5 Z50. 453. 300. 457. XS~CTN 03Z. $. 5. 1.~ 4E~ERAL 450. ~) SE~ENT 1. O 0.06 ~0. &50. SEGmeNT Z. C 0.01~ 60. &50. SE~ENT 3. D 0.05 100. ~, O. ~5-. ~0. 450. 40. 4~1.0 oC. 441.0 SC. &50. 100. 454. END TABLE Cuul G.25 Z. 0.5 .5 1. 5. ~&S. 4&S. 0.0150.1 E~D Tm~LE 3~. ~,~ ~7. 44}.] 47, 445. o7. ~4~. sT. ~ ~. 4~5. Z 94. 445. ~o TABLE ~ XS~CT~ 0~3. ~03. 200. 1.0 SE~E~T 1. 0 0.055 ZO. 447.5 I I I I I I I I I ! ! I I I I ! I ! I ~E~M~NT 3. ~ 0.06 17~. 454. ~,~ o. 4s~. 0.0 450. ~0. ~47.S 20. 443.0 15o. 445. 150. 447.5 · 170. 450. 170. 454.0 · ZSECTN 350. 2S3. 2~0. 1.0 SEG~£~T 1. D 0.055 ZO. 447.5 SEGMENT 2. C O.G~ 140. 447.5 · SEGMENT 3. O 0.055 180. 455.3 · O. 455.5 0.0 450. ~0. ~47.5 20.0 445.0 140. 443.0 140. 447,5 18o. 450. 180. 455.3 ¢" ~ND TA~L~ QNEW ~5. 780. ~5. 1~O0. -1. · XSECTN Ob0. ~00. 200. 1.0 · GENERAL 44?.5 SEGMENT 1. D 0.055 20. ~47.5 · SEGMENT 2. C 0.02 145. 4&?.$ · SEGMENT ~. D 0.055 165. O. 456.~ 0.0 450. 20. 447.5 20.0 443.0 145.0 443.0 145. 447.5 165. 453. 165.3 456.3 ~ND TAgLE ~ XSECTN 07~. ~3~. ~30. 1.0 ~Eq~RAL 447.5 SEGM~N? 1. D 0.055 20. 44?.5 ~ SEGMENT 2. C D.O~ I?D. 447.5 · SEG~Eh~ 3. D 0.055 19D. 456.8 0. 4~5.8 0.0 450. 20. 647.5 ; ZO. 44).0 170. 44].0 170. 44?.} · 190. 450. 190. 456.8 END TABLE XSECTh 950. 25. ZS. 1.0 ~ERAL 447.5 SE&~£NT 1. O 0.055 20. 447.5 ~ SEGMENT 2. C 0.02 170. 447.5 · ~EGM~NT 3. O 0.055 190. O. asa. O.O ~50. 20. 447.5 ~ 23.0 a4S. 170. 44~. 170. 447.5 · 190. 450. 193. 45~. END TASL~ ~,, :OLVERT egl. 25. 25. 5. 3.05 · CULl ~5. 2~. 3.8 5. 110. 5. 443.5 44~.5 9.0150.5 ¢Ucl .5. 2~. ~.~ 5. 113. 5. 443.5 44].5 0.0150 CuLl 45. 2~. ~.3 5. 110. 5. 443.5 443.5 0.0150 CuLl 45. 23. 9.0 5. 110. 5. 443.5 ~43.5 O.0150 CU~I 45. 23. a.3 5. 110. 5. 443.5 443.5 O.O150 ~ EN3 TAaLE ~,, O. 457. 5C. 451.~ 64. 450.5 164. 45~.5 17a. ~51.~ 228. 457. XSECTN 399. 333. ~30. 1.0 ~ENERAL 447.5 ;£~NT Z. C Oo3Z 105. 447.5 ~ SE4KENT 3. D 0.055 125. O. 45a. 0.0 450. 20. · 20. 443. 105. 443. 105. &&?.5 · 125. sSO. 125. 459. ENO TABLE · XGECTN 100. 335. 320. 1.0 · GENERAL 447.5 GEGKENT 1. D 0.055 20. &&?.5 · SEGMENT 2. C 0.02 145. &47o$ · SEGMENt 3. o O.OSS 165. 659. O. 659. O.O 450. 20. 667.5 20. 443. 145. 443. 145. 447.5 165. 450. 165. · %$EeTN 11~. 150o 180. 1o0 · GENERAL 447.5 SEGMENT 1. O D.O55 20. 447.5 · SEGMENT 2. C 0.O2 170. &&?oS · SEGMENT 3. D 0.753 190. 659. O. 459. 0.0 450. 20. 447.5 20.0 44]. 170. 44]. 170. 447.5 ( 190. 453. 190. 45~. END [A~LE · QNEW 430. 685. ~10. 1150. -1. XS~T~ 12g. 380. 350. 1.0 GEnErAL ~47.5 ~GME~T 2. C 0.OZ 140. SEGMENT 3. O 0.055 167. 459.0 ~ O. 45~.0 ~.O &S0. 20. 4&?.5 · ZG. 443. 140. 445.0 140. 447.5 160. 450.0 160. 459.0 £ND TABLE { XSECTN 130. 320. 500. 1.0 GEnErAL ~47.5 · SE~ENT 1. D 0.055 ~0. 4&?.5 · SEGMENT 2. C 8.02 153. 447.5 GEGKENT ~. O 0.055 175. 45~.0 ~ e. ~3).9 0.O 450.0 20. &47.5 · ZC.O ~45.9 155. 443.0 155. 447.5 175. ~5~. 175. ~ EN9 T%3LE ~N~w 3~. a~3. 5~5. Jla. -1. Z$~CTh l&~. ~5. "'_~. 1.0 -- SEGMENT 1. D 0.055 ~0. 447.5 ~ SEGM:NY 3. O J.055 113. 45}.0 ~,~ D. ~5~. 3.'3 450.0 ~0. ~<.0 445.U VS.O 44~.? }5.0 447.5 C 113. ~SJ. 115. 453. ENO ?AgL~ CuLV:~t 141. 4.0 ~.0 ~. 3.05 Cu~l 45. ~. ~.0 5.0 ~0. 5. 4~4.~ 4&~.O 0.015 CuLl 45. ZE. ~.-3 5.0 ~0. 5. 44~.0 444.0 0.015 114. 4~.~ lZ~. 453. 17s. ~57. · E~D TASLE · XSECTN 1~0. 6.0 ~.0 1.0 GENERAL · SEGMENT 1. c 0.01~ 90. 459°0 · 20.0 44~.0 60.0 4&4. 60. &$1.4 END TA~Lg CULVERT 1~1. $7. ~?. 1. ~ CULl 0.~ 2.8 0.7 0.7 Z.O 5. 4&4.0 &~.O 0.01~0o7 · ENO TAgLE O. &$7. 0.0 447.2 10. 447.2 · lO. 447. 30. 447. 50. 447.2 · 60. 447. R 60. ENO TAdL£ XSECTN 1~. 150. 150. 1.0 SEGMENT 1. D 0.055 20. 4&~. · GdG~NT ~. C 0.0~ 140. 44~. O. eS~. 0.0 451. 20. 449. ~ 20. 4~. 140. 446. 140. 449° · lo0. 451. 160. 4S7. E&D TA~L£ C X$£CT~ 16J. 27). ~00. 1.0 · SEGMENT 1. O 0.055 20. 449. SE$~ENT 3. D ~.055 ~80. 45~. O. 45~. O.O 451. 20. 449. chD TA3L~ ~ XSECTN 170. 415o 430. 1o0 · ~ENERA~ 449. ~.. SEGMENT 2. C 0.3~ 113. 449. · SE~NT $. - ) ~.~55 1~,3. ~59. JO. ~45. 110. 445. 110. 130. 451. 130. 459. E~D TA~L£ ~ KS~CTN 1~0. 115. 103. 1.0 ~,, GENERAL SE~EhT 1. D C.05 20. 449. ~ SEGMENT 2. C 0.0~ 170. 449° SEGMENT 3. D 0.055 190. O. 45a. 0.0 4S1. 20. 449. ~;.0 ~5. 170. 445. 170. 190. 451. 19~. END TA3L£ JN~k 275. 43]. S10. ?0~. -1. · XS~CTN 19~. ~13. Z03. 1.0 · G~NERAL SE&~EET I. D 0.055 ~0o ~&9o ~ S£G~EN~ 2. C 0.02 1~0. 4~9. SEGmeNT 3. ~ 0.055 1~0. 3. 459. 0.0 451. 20. · ZO.O ~5. 130. ~5. 130. ~&e. · 150. &$1. 150. 459. ENO TABLE XS£CTN ~00. ZS. 25. 1.0 GENERAL SEGMENT 1. 0 0.35~ 20. &~9.0 · SEGMENT Z. C OoOZ 130o &49o0 SEGMENT J. 0 0°055 150. 459.0 O. 459.0 0.0 451.0 20. &~9.0 1~0. 451. 150. ENO TAaLE CUL¥~RT 201. ~5. Z~. 4. ~.05 (. CULl 52. 24° 6.0 4°0 ~0. 5. 44~.~ &44o ~ CuLl ~Z. 24. 6.0 4.0 60. 5. 4~4.0 444. 0.015 CuLl ~2. 24. ~.3 4.0 ~0. 5. ~44.0 444. 0.015 ENO TAgLE ~ 3. 457. 5G. &5]. 64. 450.$ · 114. ~50.$ 126. &53. 178. 457. £NO TASLE ~ XSE£TN 210. 153. 150. 1.0 · SEGREhT 1. 0 0.06 30. 449.0 SEGMENT 3. ) 0.0~ ~G. 459. ~ ~59.0 1~. ~51.~ ]0o ~ ~2.5 ~. ~?.~ ~4~. 50. 449. · END TABLE ~ XSECTN 220. 193. 190.0 1.0 · GENERAL SEGMENT 1. o 0.05 ~O. 449.0 ~ SE~M£NT 2. C 0.02 5C. 449.0 · SE~EhT J. D C.06 RO.C 459.0 32.5 ~4~. ~7.5 4~4. 50.0 &49. ?0.~ 45~.5 80.G 459.0 £ND TA3L~ {. XSdCT~ Z32. 10.C 1C.0 1.0 GENERAL $£G~ENT ~. ~ 3.36 30. 449. SES~ENT ~. ~ 0.06 ~C. J. 45~. 10. 453.5 30. 449. CULV£RT ~31. 120. 123. 1. 3.05 · CULl 0. Z$ ;. 0.5 o5 1. 5. &&?.3 &&7.3 0.0150.T END TA3LE 0. 459. 50. 453.Z 70. · ?0. ~$0. ~0. 450. 90. 452. · 110. 455.~ 100o 459. EkD TABLE · X$~CTN ZAO. 180. 160. 1.0 GENERAL 454. SE&#ENT 1. D 0.06 70. SE6~£NT ~. C 0.O~ 120. 452. $£$MENT 3. O 0.06 178. 459. O. 459° 50. 455.5 70. 452° · 7~.5 449. 118.5 44v. 120. 45~. EN~ TA~L£ GENERAL SEGMENT 1. D 0.06 TOo 452° SE6ME~T ~. C 0.02 ~40. 45~o ( SESMENT 3. O 0.06 300. 459. 0. ~5~. 50. 45~. T0. 45Z. 260. 454. 300o ~59. END TA~L~ ~ ~N6w 300. 463. 540. 730. -1. · XSECTN 26~. 100. 100. 1o0 ~- SEGMENT 1. D 0o0O 70. 452. · SE6~ENT ~. C 0.02 200. SE&~ENT 3. D O.Ob Z60. 459. ~. 45~. 50. 45~. 70. 452. 72.5 4&~. 19~.5 ~4o. 200. 452. ~20o -5-. ~60. 450. ~ END TABLE · ~$ECTh ~TO. 35~. ~0. 1.0 ~ENEaAL C SEGMENT 1. O 0.06 50. 45&. · SEGMENT 2. C 0.0~ ?Z. 454. SE$~£~T 3. D O.O~ l&O. 459. 70. ~$3. ~. 454. 140. £~D TA3L[ ($~CTN ZSO. 1.0 1.0 1.0 GENERAL ~5~. SEGMENT 1. D 0.0~ 50. 455. :' SEGMENT Z. : 0.~2 a~. 455. SEGMENT 3. D 0.00 14~. 459. 3. 45~. 50. ~55. 66. &51. ~ To. 451. 92. 455. 140. 45~. d~D TA~L~ TZTL~ LAKES )F COP;ELL~ 50UTH L~(F ] I I I I I I I I I I I I I I ! I ! 1 T~ZEUTARY 110. 21J. 200. ak~ 70. 11J. lZ5. 1QC. -1.0 XSECTN 400. ZO. ZO. 1.0 GENERAL ~50. · SEGaENT 1. 9 0.06 50. 450. · SEGMENT Z. C 0.03 le~. 450. SEGMENT 5. 0 0.06 Z30. 459.0 · O. 459.0 50. 450. 66. 446. · 166. ~4~. 155o 450. Z30. 459. END TAGL[ · CULVERT 401. ZO. 20. 1. 3.05 · CULl OoZ5 Z. 0.$ o5 1. 5o 448° 448. 0o0150o? ENO TAaL~ O. 459. 50. 453° 54, 450. 114. 450. lg$. 451o 178. END TAaLE · XSECTN 410. ZT0. 270. 1.0 · GENERAL SEGMENT 1. O 0°06 50. 454. · SEGMENT g. C 0.03 182o 454. · SEgMeNT 3. 0 0.06 230. 459. O. 459. $0. 454. 66, 450. 160. 45~. 182. 454. Z30. 459. ( ~N~ TAGL~ XS~CTN 420. 393. 2~0. 1.0 SEGMENT 1. ~ 0.06 50.' 454. SEGMENT 2. C 0.03 Z4~. 454. ~ SEGMENT 3. O 0.06 290. 45a. · O. 459. 50. 454. 66. 450. z~6. 4so. ~. 4s4. ~eo. 459. = E~D TA~L£ · xS~C~N 4SO. ~. 1. ~.0 ~E~ERAL 4~4. SEGMENT 1. O 0.06 50. 454. ( SEGMENT Z. : 0.03 19Z. 454. SE&MENT ~o 0 0.06 240. 459. ~ ~o 457. 50. 454. 66. 450. · 176, 453. 19Zo 4S4. ~40. 459. ENO TAaLE ~ T~TLE LAKES ~F COP~LL, dEST L~KE · TRXBUTARY 16~. 163. 150. aNEd O0. 10~. 1gO. 175. -- XSTCTN 3~0. ZO. 20. 1.0 GENERAL ' ~EGM~NT 1. D ~.06 5C. ~E~ENT Z. C 0.03 135. 45Z. SE~ENT 3. D 0.06 Z35. 459. 3. 459. 50. 45~. 66. ~48. ~. 13~. 445. 166. 452. A36. 459. END TABLE CULVERT 301. 20. 20. 1. 3.05 ~ CULl 0.25 2. 0.5 .S 1. 5. 44~. 44}. 0.0150.7 ~1~ 4~0 TA~L~ O. 453. SC. 453. 04. 450. I I I I ! I I ! I ~D TA3LE ,mmmF XSECTN 310. ~30. ~10. GENERAL 454. · $~GMENT 1. D 0.06 50. 454. SE~MEkT 2. C 0.03 142. SEGM£N? 3. 0 0.00 190. 459. · ~. ~5~. 50. 454. 66. &SO. 12o. 450° 142. 454. 190. ENO TAaL£ · XSECTN 320. 240. 220. 1.0 GENERAL 450. SE&MENT 1. D 0.06 50. 454° SEGMENT 2. C 0.03 182. 454. SE&MELT 3. 0 0.06 230. Oo 4S~. 50. 454. 66. · 166. 450. 182. 454° 230° 459. END TAaLE XSECTM 3]0. 40. 40. 1.0 · GENEaAL 450. SEaMENT 1. o 0.06 5o. SEGME#T 2. C 0.03 182. SE;MENT ]. O 0.06 230. 459° · ~hO TAeL[ XSECTN 340° ~10. 213. 1.0 GENERAL ~ SEGKENT 1. o O.O6 50. SEGMENT Z. C 0.O3 24Z. 456. SEGMENT 5. O 0.06 290. 4S9. ~ O. 459. SO. 456. 66. ~26. 4~0. 242. ~56. 290. 459. END TA9LE ~£CTN 35~. ~G]- 300. 1.0 SENEGAL ~EG~ENT 1. 0 O.Oo ~0. ~56. · ~EGMENT g. C 0.0~ Z4g. SE3~ENT 3. D 0.06 290. 459. O. 45a. 50. 456. 66. 450. ~,, ~2~. ~50. 24~. 456. 290. 459. END TABLE XSECTh 360. 1. 1. 1.0 SEG~EN~ I. O O.Oo 59. SEG~hT ~. C 0.03 ~4Z. 45b. SE~ENT 3. ~ O.~b 290. ~. 45~. 5G. 456. ~6. 450. ~ EhO TABLE aS~5 HA[[R CCN~. E'eG~. LA~FS OF CC~P~LLt Te:LC~D DEVELOP~ENT~:~C. LA( qUh DATE- 8 OCT 8& PAGE ................... DISTANCES .................... STAT[ON= 50,NSTRE~ U~ST~EA~ 9RAZNAGE 'N' VALUE 8Y SEGMENTS · SECT[O~ CHA~N£L VALLEY CHANNEL VALLEY ~REA~SQ ~! NO. 1 NO. 2 NO. ] NO. 6 NO. $ NO. 010. 1. 1. &O0. ~00. 1.00 0.0~0 0.030 0.060 C;S VELOCITY ELEVo CF$ V;LOEITY ;LEV. EF$ VELOCZTY ELEV. · 510.~0 1.97 ~&&.~O 8~0.00 · ~SP~ ~AI£~ C~N$o ENG,. L~KES OF COPPELL~ T~ILA~D DEVELOPNE#T~ZNC. LAK RUN DATE- ................... DISTANCES .................... DO~NSTREA~ UPSTREA~ DRAZNAGE eN~ V~LUE BY SE~RENT~ · SECT[ON CHANNEL VALLEY CHANNEL VALLEY AREA~Sq H! NO. 1 NO. Z NO. 3 NO. & #0. 5 NO. OZO. GO0. ~00. &O0. &O0. 1.00 0.060 0.030 0.060 · CFS VELOCITY ELEV. CFS VELOCZTY ELEV. CFS VELOC]TY ELEV. $10.00 ~.49 &&4.90 830,00 1~0~.00 S.81 · ~SP3 ~AZER CONS. CNGR. LAKES OF CGPPELL, T~ZLANO DEVELOPRENT~ZNC. LAK RUN OkTE- 8 OCT 8& PAGE 3 (~' ~ ................... DXSTA~CES .................... STATXON~ · ~OdNSTREAH UPSTREAR D~A~NA&E 'N' V~LUE BY SEGRENTS SECTXO~ CdA~L VALLEY CHA~N~L VALLEY &REA~SQ HZ NO. 1 NO. ~ NO. ] #0. & NOo S NO. 6 ~ G$O. ~00. &GO. 170. 170. 1.00 0.060 0.030 O.O&O · CFS VELOCZTY ELEV. CFS VELOCZTY ELEV. CFS VELOCZTY ELEVo 510.00 3.~ ~G5.1~ 830.00 &.7~ &~S.S? 990.00 S.~6 6&5.81 dSP] HA[~ COHO. E~G~. LAKE~ OF COPPELL, TRZLAND DEVELOPHENT,[NC. LAK PAGE TAOL~S COMPUTED FOR CULVERT SECTZO~ 031. ~ CULVG~T R~A~AY · ~L~V~TZO~ ~ AR~A ELEVAT[O'J CFS ~eC.60 0.0~ ~e~.SO 0.00 &kC.~ 6.00 &~.92 90.77 - ~G1.20 12.0) 449.34 e~l.SO 18.00 &~9.76 (.. ~&I.BO 2~.00 ~50.1~ 912.09 4~2.10 ~0.00 &50.DO 1~61.3~ &~.&3 ~6.00 &51.02 190~.3~ ~ ~.00 ~5.09 ~51.8~ ~2~1.0~ ~.30 5~.00 ~52.2~ ~126.35 ~3.60 50.00 ~$2.?0 5075.52 ~ ~¢3.90 6~.00 k53.1~ 51~6.35 ~&.20 72.00 ~53.5~ 7357.90 ~.50 ?~.00 &~3.95 ~710.39 ~&~.~G ~.0~ &S&.3~ 10197o85 ~-5.1~ ;O.C3 &5~.80 11616.17 } I I I I I_ ~:!.~ I I I I I I i ! I ~m. ~.3~ 114.0) 45e.4~ 12732.6~ 446.6] 1~0.00 4S?.0~ 22675.11 THE H/AD-LOSS IS R~FLECT£D B~Tw£EN THE EXIT AND THE APPROACH SECTIONS. SEPARATE RATING CURVES CULVERTS ~0 A~EA ,.P. D~A.O~ ~ZD. HEIGHT LENGTH US.I~VERT DS.Z~VERT N ENT.COEF. SHAPE ~ 1 ~9.3 52.0 10.0 6.0 60.0 &&O.~O &~0.60 0.01~ 0.50 BOX Z 63.3 32.0 10.0 6.0 60.0 4~0.90 ~¢0.6a 0.013 0.~0 eox · aSP3 KAIER CONS. E~Gq. LAKES Of COPPELL~ T~ILA~D DEVELOPRENT~ZNCo LAK RUN DATE- ................... DISTANCES STATZONz DOdNSTREA~ U=$TREAR DRAINAGE eNe VALUE BY SEGMENTS SECTIO~ £HA~EL VALLEY C~ANNEL VALLEY AREA,S~ M! NO. 1 NO. 2 NO. 3 goo & NO. 5 NO. 032. $. 5. 5. S. 1.00 0.060 0.015 0.060 · TOTAL DISCHARGE TAZLUATER HEADWATER ! DISCHARGE THRU CULVERT ELEVATION ELEVATION 1 510.00 S10.00 &&5.$2 · 2 530.00 ~$0.00 4&5.91 &&6.58 ~ ~90.00 ~90.00 4&6o20 & 1~00.00 1~27.68 446.95 F&R CSK 1 FL&~ THROUGH T~E CULVERT IS TY~E 2 - THE C~LVERT ZS ;LO~ING PARTIALLY FULL SUSCRITZCAL FLO~ AT THE OUTLET. FOR C$~ 2 FkO, T~OUGH T,~ CULVERT IS TYP~ 2 - THE CULVERT ZS FLOYZNG PARTIALLY FULL AND THE CONTROL ZS ~ SU&CRZT~CAL FLOg AT THE OUTLET. F~R CS~ ~ FLO~ THROUGH THE CULVERT IS TYPE 2 - THE CULVERT I3 FLOWING PARTIALLY FULL A~D THE CONTROL ZS SU~CRZTICA~ FLO~ AT THE OUTLET. ~ FO~ £$H 4 FLO~ THROUGH THE CdLVE~T IS TYP~ &A - TIlE INLET AND OUTLET ARE SUgqERGED HITH THE CONTROL BEZNG AT EZT HER THE OUTLET OR ~ CFS VELOCITY ELEV. CFS VELOCZTY ELEVo CFS VELOCITY ELEVo $10.00 5.5~ &&$.$8 850.00 7o&~ &&6.58 990.00 8.06 ~&?.l& 1~00.00 ~.~3 ~ ~SP~ MAIEQ CON~. ENGR. LAKES OF C~PmELL~ TRILAND DEVELOPMENT,INC. L~K PAGE TAGLES COMPUTED FOR CULVERT SECT~Oq CULVERT R~ADWAY ~L~VATION END aREA ELEVAT~Oq CFS ~ 443.00 0.00 4&5.00 0.00 ~3.02 C.01 ~&5.45 ~8.01 &~3.0~ 0.02 445.90 1~5.~5 443.0S 0.0~ 4~6.80 ~43.10 0.05 &&?.25 695.55 ~ ~43.12 0.06 447.?Q Q56.55 4~3.1~ 0.03 ~48.60 233~.82 4~3.20 0.1,3 449.50 3&Sb.?6 443.22 0.11 4~9.9S ~O~9.&~ 443.~6 0.13 450.85 j~99.11 &&~.28 0.14 451.3~ 61J6.$2 &43.~0 0.15 &~1.75 6919.~9 · .3.32 0.1~ 452.20 77~8.0~ 4~3.~ 0.1~ ~3.~O 0.23 T.£ .~EAD-L~$S [$ ~L~CT~D ~?.E~N T~E E<IT ~N) THE ~ROACH ~CTIONSo SE~A~ATE R~TIN~ CUrVeS A~E NOT COHPUTED. CULV~RT~ ~0 Ao£~ ..P. DIA.G~ ~I~. H~I~HT LE~GTH US.I~VERT 3S.I~VERT N E~T.COEFo SHAPE 1 0.~ 2.0 0.$ 0.$ 1.0 &~$.00 4~.0~ 0.015 0.?0 BOX "' ~SP~ HAI~R CON~. E~GR. L~&~S OF COPPELL~ T~ZLAND DEV~LOPRENT,~NC. LAK RUN DATE- 8 OCT 8& PAGE ? ................... DISTANCES .................... STATION~ 90~NST~EA~ UPSTREA~ DRAINAGE 'N' VALUE 8T $EGNENT$ SECTION CHA~NEL VALLEY CHANNEL VALLEY AREA~SG H! NO. 1 NO. 2 NO. ~ NO. & NO. S NO. 6 · 0~0. 20. 20. 200. ~00. 1.00 O.OSS 0.020 0.060 TOTAL DISCHARGE TAZL~ATER HEADMATER ~ D~SCH~RGE THRU CULVERT ELEVATION 'ELEVATION 1 510.00 1.T1 ~&$.$B ) ~90.00. 1.18 ~&?.15 447.73 4 1~00.00' 0.50 448.84 FOR CSM 1 FLOW THROUSH THE CULVERT 15 TYPE 44 - THE INLET AND OUTLET ARE SUBNERGE~ WITH YME CONT{OL ~E]NG AT EZT · HER THE OUTLET 04 INLET. FOR (SM 2 FLOW TMROUAH TME CULVERT Z$ TYPE 4A - THE INLET AND OUTLET ARE SUSMERGEO WITH THE CONT{OL BE{NG AT E!T qER THE ~UTLdT O; [~L(T. FOR C~ ~ FLO~ TgROU~H TH~ CULVERT ZS TYPE &A - THE INLET AND OUTLET ARE Sd~ERGED gIT~ THE CONTROL ~E~NG AT EZT HER THE OUTLET O~ INLET. ~OR CSM ~ FL3u THROU&H T~E CdLVERT I$ TY~E &A - THE INLET AND OUTLET ARE SUbmERGED ~TH THE CONTROL ~ER ThE OUTLET OR INLET. CFS VELOCITY ELEV. CF$ VELOCITY ELEV. CFS .VELOCITY ELEV. · ~10.00 1.01 4&5.]8 830.00 1.&3 4{7.4] 990.00 1.~1 1~00.00 1.79 443.90 aS)) MAI£a C)N~. E~Ga. L~KdS Cr COPPELL~ TRILAqD D~VELOPMENT~INC. LA'{ RUb DATE- ~ OCT 8& PAGE 8 ( ................... DiSTAnCeS .................... STATION= 904NSYqEA~ UaSTREA~ DRAINAGE '~ VALUE ~Y SEGMENTS SECTION C~ANN£L YALL~Y CaAqNEL VALLEY ~REA,S9 ~Z NO. 1 NO. 2 NO. 3 NO. & NO. $ NO. 6 OSO. ZOO. ZOO. ZaO. 280. 1.00 0o055 O.OZO O.OSS · CFS VELOCITY FLEV. CF$ VELOCITY EL~Vo CFS VELOCITY ELEV. 510.00 1.O9 445.86 830.00 1.5& 447.&9 990.00 1.?& 1400.00 1.91 443.91 · ~SP3 HALER C3N$. E~Ga. LAKES OF COPPELL, TqZLAND.DEVELOPWENT~INC. LAK R~N DATE- 8 OCT 8& PAGE 9 ~ ................... OlSTANCES .................... STATION= ~., DOWNST~EA~ UDSTREAH DRAINAGE tN" VALUE BY SEGMENTS SECTION CaANNCL CALLEY CHAqNEL VALLEY AREA,SG ~I NO. 1 NO. Z NO. 3 NO. & NO. $ NO. 6 C GbG. ~aO. 2~0. 200. 200. 1.00 0.0~5 O.OZO 0.05S CrS VELOCITY ELEV. CFS VELOCITY ELEVo CFS VELOCZTY ELEV. L ;8S.30 1.00 4&5.~9 780.00 1.38 &~7.51 925.30 1.55 1303.00 1.71 44~.94 aSP3 ~&IER CON~. ;~GR. LAK£$ Or COPP£LL, TtILA~D DEVELOP~ENT, IqC. LA; RUN DATE- ~ OCT ~4 PA~E 10 ' ................... DiSTiNCT5 .................... STATION= ~ ~ ~:CrI0', (~L VALLEY C~A~EL VALLEY A~A~$3 ~! NO. 1 ~3. 2 NO. ~ NO. 4 NO. 5 N$. 6 C?~. 20~. gCC. 2~3. 2~0. 1.00 O.0~ 0.020 0.055 CFS VELOCZTY ELEVo CFS VELOCITY ELEV. CFS VELOC{TY ELEV. ~,, ~ 48~.~0 0.~] 446.90 780.00 1.15 &47o5~ 92S.00 1.29 ~&7.79 1300.00 1.~2 ~.~6 · aSa$ PAZER CONS. EqGR. LAK£S OF COPPELL~ TRZLAND DEVELOPMENT~ZNC. LAK RUN DATE- 8 OCT 8& PAGE 11 ................... DISTANCES .................... STATZ0N= D0~NSTR£~ UPSTREA~ DRA[NAGE m~. VALUE BY SEGRENT$ · SECTZON CHA~NEL VALLEY CHANNEL VALLEY AREA~$Q HZ NO. 1 NO. 2 NO. 3 NO. & NO° $ NO. 6 080. 230. g$g. 25. ~5o 1.OO 0.055 0.0~0 0°055 CF5 VELOCITY ELEV. CF$ VELOCITY ELEV. CFS VELOCZTY ELEVo ~85.00 0.~3 ~&6.91 780.00 1.15 447.54 92S.00 1.~8 · 1500.00 1.42 ~4~.97 ~ ~$P~ ~AZ£R COWS. EqGR. LAKES OF COPPELL, TR[LAND DEVELOP~ENT~ZNC. LA/ PAGE TABLES COMPUTED FOR CULVERT SECT[OH 081. CULVERT · EL~VAT[O~ ~ND AR~A ~LEVATZO~ CFS 4~3.~0 0.00 450.$0 0.00- 443.75 11.~1 450.8~ 44~.00 Z2.50 ~51.14 177.69 · ~ 444.25 ~3o?S 451.46 ~&4.50 ~5.00 451.7~ 44~.75 $6.25 452.1~ $Z$.73 · ~ 445.00 57.50 452.4Z ~5.25 78.75 452.7~ 1493.67 &&5.5~ 90.03 &53.05 1901.7a L 4~e.0~ 112.50 ~$5.73 ~872.71 440.25 1Z3.75 4S&.OZ 3438.17 · ~ 44e.53 1]5.00 454.]4 446.75 146.25 454.65 4{7.00 157.50 454.9J 5470.)6 · 4~7.50 ld0.03 455.6~ 7118.6G ~ 447.75 191.~S 455.9~ 8034.4~ · 4~.Z5 213.75 4~6.53 10056.0Z .~ ~.~0 gg5.03 &$6.93 1116&.15 457.00 ~ T~E H~AD-LO$3 Z$ ~FL~T~D 5~T~EN ?H~ EXZT AN~ THE APPROJCH SECTIONS. SEPARATE RATZN~ CURVES AqE NOT CONPUTED. ~,, CULV£~T5 NO A~ ,.~. D~A.O~ ~. HEZ5HT L~GTH US.ZNV~T DS.~NV~T N -ENT.COEF. 1 45.0 ~.0 ~.O 5.0 110.0 443.50 443.50 0.315 0.50 BOX ~ 2 ~5.2 g~.g ;.0 5.0 110.0 ~.50 ~3.50 0.015 0.50 gOX 3 45.3 ~.0 9.0 5.0 110.0 44].50 443.53 0.015 O.SO 8OX ~ ~S.0 2~.0 ;.~ ~.0 110.0 ~.~0 ~.~0 0.015 0.$0 BOX ~ 5 ~.~ ;J.~ 9.C 5.0 110.0 &~.~O ~.50 0.01~ O.~0 8OX aSa$ YA[~q C}~S. E4Gq. LI~ 0F :OPP~LL~ TqILaND DEVELOPqENT,ZqC. LA~ R~N OATE-& OCT 84 PAGE 13 ................... ~XSTA~C~S .................... STATZONz ~/~ t ~:SCHAF'~ THRU CULVERT ELEVATIOh ELEVATION -- I ~85.00 ~gS.00 &45o91 FOR CSH I FLOW THROUGH THE CULVEqT IS TYPE 2 - THE CULVERT IS FLOdIN3 PART%ALLY FULL AND THE CONTROL · SUGCRITICAL FLOW AT THE OUTLET. FOR CSM 2 FLOW TH~3UGH THE CULVERT Z$ TY~E 2 - THE £ULVE~T IS FLOWING PARTIALLY FULL A~D THE CONTROL SU~CRITICAL FLOW AT THE OUTLET. · FOR CSH ~ FLO~ TqR~UGH THE CULVERT ZS TYPE ~ - THE CULVERT IS FLO~ZN~ PART[ALLY FULL AND THE CONTROL SUBCqIT[CAL FLOk AT THE OUTLET. FOR CS~ ~ FLO~ THROUGH THE CULVEqT ZS TYPE &A - THE INLET AND OUTLET ARE SUBMERGED WITH THE CONTROL BEZN6 AT HER THE 3UTLET Oq INLET. CF~ VELOCITY ELEV. CFS VELOCITY ELEV. CF$ VELOCITY ELEV. G~5.00 1.37 G&?o16 780.00 1o8~ &&8.00 925.00 2.00 (&B.36 · 1S00.00 2.06 aSPS MAIER CONS. E~Gq. LAKES OF COPPELL~ TRILA~D DEVELOP~ENT,ZNC. LAK RUN DATE- 8 OCT 8~ PAGE 14 ................... DISTANCES .................... STAT%ON~ OO~NSTREA~ u~ST~EA~ DRAINAGE ~ VILUE ~¥ ~ SECTIO~ C~A'J~EL VALLEY C~AINEL VALLEY &R~A,$~ ~I N~. I NO. 2 N~. 3 NO. 4 NO. ~ NO. 6 ~mmmm~ 100. 330. 33~. 335. 32~. 1.00 O.OJ5 0.020 ~ CF$ VELOCITY ELEV. CF$ VELOCITY EL~V. CF$ VELOC[TY ELEV. ~.~ 0.93 ~&?.19 ?80.00 1.2~ ~&8.05 925.0~ 1.~S ~$~3 ~AiE~ C)~. E',Gq. L~S OF CO~r~L~, TRi~UD ~£VELOP~E~T, IXC. LA~ RUN DAT~- 8 OCT 84 P~GE ................... OiSTA~C~S .................... STATION: 1~ O0~3TqEA~ U~STREA~ ORAI~AGE ~ VALUE 8Y S£&MENT$ $ECTIO~ C~EL VALLEY CHAH~EL VALLEY AREA,S~ ~I NO. 1 N3. 2 NO. 3 NO. 4 NO. ~ NO. 6 110. 33§. J2~. 15~. 18~. 1.00 0.0~5 0.0~0 0.05~ C~ VElOCiTY EL~¥. CFS VELOCITY ELEV. CF$ VELOCITY EL£V. ~S.~ ~.77 ~&7.20 ?~0.00 1.02 ~&8.07 9~5.00 1.1~ ~ 1300.~0 1.19 ~9. q5 ,$P$ MAIEm C3N~. ENGR. L~KES OF COPPELL, TqILAND DEVELOPMENT,INC. LAK RUN DATE- 8 OCT 84 PA~E 16 - .................. DISTANCES .................... STAT[ON~ OC~NST~EA~ UPSTREA~ DRAINASE 'N' VALUE 8Y SE&~ENT$ SECTION C*A~EL VALLEY ~MA~N~L VALLEY ~EA,S3 MI NO. 1 NO. 2 NO. ] NO. & NO. 5 NO. 6 120. 15~. 1~3. 3~0. 350. 1.00 0.0S5 0.0~0 0.025 ~1~ CFS VELOCITY FLEV. CF~ VELOCITY ELEV. CF$ VELOCITY ELEV. 11~0.90 1.30 A~m.95 .$P! ~AIiR CO'JS. g~S=. L~<~3 3P COPPELL~ T~ILA'tD DEVtLOmVENT,i~C. LAK RUN DATE- $ OCT B& PAGE 17 S STAT[ON: I I I .': lsat ~L~ I I I I I I I I i I I ! I I ~CTIC'~ C~A'%~L vALLeY CH:'4%~L ~aLL~Y ~a~A,S'~ ~I NO. 1 ~J. 2 a~. 3 NO. 4 NO. 5 NO. 6 l~g. ~. ]~3. ~23. ~C~. 1.~0 0.0~5 0.020 0.055 C~ VELOCITY ELE~. CFS VELOCITY EL£V. CFS VELOCITY ELEV. 433.0C 0.76 447. Z1 6&$.00 O.e9 448.08 510.00 1.0~ '&48.&6 115~.~0 1.1~ ~4a. ab aSP5 MAIEa CONS. E~Ga. LAKES OF COPF£LL~ TR[LAqO DEYELOP~ENT~]NC. LA[ RUN DATE- 80~T 8& PAGE 18 ................... DISTANCES .................... STAT[ON= DO~NST~EA~ UaSTREAM DRAINAGE ~Ne VALUE ~¥ SEGMENTS SECT[ON CHAqN£L VALLEY CHANNEL VALLEY AREA~SQ MC NO. 1 NO. ~ NOG ~ 'NO. 4 NO. $ NO. 6 140. 520. 500. ~5. IS. 1.00 0o055 O.OZO 0.055 C~$ VELOCITY ELEV. CFS VELOCITY ELEV. CFS VELOCITY ELEV. $0~.00 0.95 447.21 480.00 1.Z5 448.08 585.00 1.40 448.ae ~10.00 1.4~ 449.96 eSPJ MA[ER C~N~'. £qG~. LAKES OF COP=ELL. TR[LkNO DEVELOPMENT~[NC. LAK PAGE 19 TAOLES CO~PUTEO FOR CULVERT SECT[ON 141. CULV~aT ~3A~¥ [L£¥~TZON ENO AREA ELEVAT[Oq CFS ~, &~4.00 0.00 451.40 0.00 444.25 9.00 4S1.65 24.81 444.50 1~.00 4S1.95 ?6.43 · 444.75 ~7.03 452,2~ 1~1,92 4~5.00 36.00 452,52 251,61 w45,25 45,00 452,80 ~76,40 · 445,50 ~4.00 4S3,0~ 445,75 63,0~ 4S3,36 44~,~D 72.00 453,~4 ~1,17 4~0.25 ~1.03 453.9~ 1232.3~ 4~0.50 ~O.OO 454.20 15~3.34 4~4.7) ~.00 454.43 {8~).~4 · 447.00 10~.00 4~4.76 447.2S 117,00 455,04 ~732.38 447,50 126,00 455,3~ 3219.35 447.75 155.00 455.b0 4~5.C3 1~4.03 455.S3 4338.1~ &48.25 15].0.] 456.1~ 497~.90 443.52 1~2.0~ 456.44 5659.65 aaP,?5 171.C0 456,7~ 63Q9,76 [~E HEAD-LO~ [~ REELECTED c~TaE~}4 TqF EXiT INa THE APPa3aCH SECTIONS, SEPARATE RAT[NG CUaVGS ARE NOT COMPUTED, CdLV~RT3 ~ ~4E4 ~.P. D[A,Oa w[O. HZI~MT LENGTH US,INVeRT DS,INVE~r N ENT,COEF, SHAP~ 1 45.3 2d.O q,O 5.0 60.0 444,00 444,03 0.015 0,70 BOX Z 4~.3 2~.3 g,O S.O 6C.0 444.00 4~4,0.3 0,015 0.70 BOX ~ 45.3 2~.0 q.O 5,0 ~e.o 444.00 444,00 0.01s 0,70 eox 4 4~.2 28.0 ~.C 5.0 60,0 444.00 444.03 0.015 0.?0 80x ~SP5 M~[[~ CONS. ENGa. L4K[S OF COPPELL~ TRILAND DEVELOP~ENT,~NC. LAK RUN DATE- 8 OCT 84 PAGE ~O ................... DISTANCES .................... STAT[Oh= i I I I I 1 ! I ! I ! I ! I ! I 1 ! I ,m,. T3T~ O]~C~J2GE TI]L¼ATE° H~AOw~TER ' -~I3:~E T~ C~LVE~T ELEVAT[~ ELEVATION 1 t~].G'C ~OO.O0 447.~1 - ~ $~5.0~ ~85~00 448.46 ~ ~1~.00 810o00 449.96 450.41 · ~0~ CTM 1 FLOW T~OUGw T~E CULVErt I$ TY.E ~ - THE CULYE~T %$ FLOWING PARTIALLY FULL A~D THE CONTROL %S TU6C~ITICAL FL3~ AT TN~ OUTLET. FOR CTM ~ FLO~ T~ROUGH THE CULVErt l$ TYPE ~ - THE CULYE~T %$ FLO~%N~ PA~T%ALLY FULL AND T#£ CGNT~OL %$ · ~UBCR%TZ~mL FLO~ AT THE OUTLET. · FOR CTH ] FLO~ T~ROU~H THE CULVERT I$ TYPE ~ - THE CULVERT %S FLOIIN~ P~TIALLY FULL AN~ THE EO#T~OL %$ SU~C~%TICAL FLOU AT THE OUTLET. · FOR C~H 4 FLO~ T~ROUGH THE ~ULVE~T I$ TYPE &A = THE %~LET AN~ OUTLET A~£ TU~H£~GED ~%T# THE CONT~OL ~%N$ AT £%T · HER THE OUTLET O~ INLET= CFS VELOC%TY ELEV. CFS VELOCZTY ELEV. CF$ VELOC%TY ELEVo 300.00 Z.~5 &47.35 4~0.00 2.81 446.~S S65.00 3.1Z &4S.69 · aSP3 ~A%ER CONS. ENG,. LAKES OF COPPELL, TRZLAND OEVELOPHENT~INC. LAK PAGE Zl · TABLES COHPUTED FO~ CULVERT SECTZON 151. CULVERT R~AO~AY ELEVATION END AREA ELEVATIO~ CFS ~ 4~4o00 0.00 4~7.00 0.00 444.0) 0.02 447.)0 444.06 0.04 44B.00 18]o00 ~ 4~4.09 0.06 448.~0 336.~e · 444.i~ 0.08 4(9.00 517.60 444.1) 0.10 449.)0 713.)7 =~- 444.1~ .0.13 4SO.O0 950.90 · ~ 44&.z1 0.15 45o.50 1198.z? 444.z4 0.~? 451.00 1464.00 4~4.Z7 0.19 451.50 17&6o91 ~44.30 O. Z1 4SZ.03 Z046.00 444.3) O.Z3 45~.~0 ~360.45 4~4.4~ 0.2~ 454.00 ~ 444.&~ 0.31 454.~0 3758.75 · 4~&.48 0.34 455.03 4140.82 44&.51 0.35 455.$0 ~5~5o02 ,~ 444.~4 0.)~ 4~6.00 4941.00 · G44.57 0.~3 456.53 444.73 THE HEAD-LOSS IS REFLECTED ~ET.EEN THE EXIT AN3 THE APPROACH SECTIONS. SEPARATE RATING CURVES ARE NOT COMPUTED° C. CULVERTS ~0 AqE& ~.P. DIAoO~ ~IDo HEIGHT LENGTH US.ZNVE~T DSoZ~VE~T N E~ToCOEF. SHAPE ~,, 1 0.5 2.~ 0.7 0.7 2.0 ~.00 G~.O~ ~.01Z 0.~0 BOX aS~ KA~ER CON~. E~G~. LAKES OF COPPELL~ T~ZLANO DEVELOP~ENT~ZNC. LAK RUN DATE- 8 OCT B& PAGE ................... D~STANCES .................... STATZON~ DO~NSTqEA~ U~STREA~ DRAINAGE eN~ VALUE BY SE~RENTS SECTION CaA%N~L VALLEY C4~NPaEL VALLEY ~REA~S3 MI NO. 1 NO. Z NO. 3 NO. & NO. 5 NO. 6 15Z. 37. Z?. 150. 150. 1.00 0.055 O.OZO O.OS3 ~ T3Tm~ ~ZSCNmaGE Tm%L~ATER NEAOeAT~R 2 C:S~HAsSE T~U CULVEaT ELEVATX~N ELEVATION ~ 565.09 ~.11 ~&J.69 4~9.17 ~ 313.00 1.07 45go~1 FOR CSX 1 FLOW THROU~H T~E CULVERT IS TY=E a* - THE INLET ANO OUTLET ARE SUO~ERGED ~ITH THE CONTqOL BEING AT HER THE OUTLET O~ INLET. FOR C$~ 2 FLO~ TqqObGd THE CULVERT IS TYPE aA - THE INLET AN0 OUTLET ARE SUBMERGED ~ZTH THE CONTROL aEING AT E~T ~ HER THE OUTLET OR [NLETo FOR CS~ ~ FL0~ THROUGH T~E CULVERT Z5 TYeE &A - THE INLET AND OUTLET ARE SUBmErGED ~ITH THE CONTROL BEING AT EZT HER THE OUTLET OR INLET° i~ FOR CS~ & FLOW THROUGH THE CULVERT ZS TYPE aA - THE INLET AND OUTLET ARE SUBAERGED gZTH ~HE CONTROL BEING AT EZT · HER THE OUTLET O~ [NLETo · C¢S VELOCITY ELEV. CFS VELOCITY ELEVo CFS VELOCITY ELEVo · 300.00 1.05 448.38 &90.O0 1.38 448.90 585.00 1.53 ~9.1Z. B1~.00 1.~ &50o52 · ~SP3 HAZER CONS. ENGR. LAKES OF COPPELL, TRZLANO DEVELOPRENT,ZNCo LAK RUN DATE- 8 OCT 8& PAGE ~3 · ................... DISTANCES STAT~ON~ OOWNST~EAq UeSTREAR DRAINAGE 'N' VALUE BY SEGNENTS · · SECTION CHA~NEL VALLET CHANNEL VALLEY AREA~S~ NZ NO. 1 NO. ~ NO. ] NO. & NO. S NO. 6 160. 150. 150. 270. 300. 1.00 0.055 0°020 0.055 C~S VELOCITY ELEVo CFS VELOCITY ELEV. CF$ VELOCITY ELEV. 3~0.~0 0.$? ,~a.~O ~80.00 0.51 a~8.93 585.00 0.58 · ~10.00 0.~0 ~50.$5 ~; ~SP~ ~AIER CONS. ENGa. LAKES OF COPPELL~ TRZLAqD DEVELOP~ENT,~NCo LAK RUN DATE- 8 OCT 86 PA~E ~& · .... - .................. DISTANCES .................... STATION~ · ~ DO4NST~EA~ UPSTREA~ DRAINAGE 'Ne VALUE BY SEGMENTS SECTIOa CHANNEL VALLEY CHANNEL VALLEY &REA~$~ M! NO. 1 NO. 2 NO. ] NO. & NO. 5 NO. I?G. Z73. ~OO. a15. ~30. 1.00 0.055 O.OZO 0.0S$ C;S VELOCITY ELEV. CFS VELOCITY ELEV. CFS ~ELOCZTY ELEVo ~ ~IOoGO 1.S5 ¢SO.SS wSP3 ~AZER CONS. ENGR. LAKES OF COPPELL, TaZLAqD DEVELOPHENT~ZNC. LAK RUN DATE- ~ OCT 8& PAGE · - · ................... D~$TANCES .................... STATION~ DO~N~T~EX~ U~STPEa~ DRAIqASE '~' VALUE BY SEGMENTS SECTION CHANNEL VaLLZY CHANNEL. ~ALL~Y AREA,S9 ~! NO. 1 NO. 2 NO. ] NO. & NO. 5 NO. 6 ~ 180. ~1~. ~0. 115o 100o 1.00 0.050 O.OgO 0°055 ~, C~5 VELOCITY ELEVo CFS VELOCITY EL£V. CFS VELOC]TY ELEVo ]00.-30 0.~8 ~8.~2 490.00 0.81 &&8.97 585.00 o.gz SlO.gO O.~& ~. aSP3 ~AI£R CONS. EqGa. LAK~5 OF COPPELL~ Ta~LAqD OEVELOP~ENT~:qC. LAK RUN DAT~- 8 OCT B& PAGE 26 ................... DISTANCES .................... STAT!ON~ )OWNST~EA~ UPSTR~A~ DRAINAGE eNe VALUE 8Y SEGMENTS $~CT~ON Cq~NN~L VALLEY C~A~N~L VALLEY aCta,Sa q~ NO. 1 NO. 2 Ng. $ ~0. & NO. 5 NO. 6 19C. 11~. '1C~. 213. 200o 1.00 0.055 0.020 0.055 C:$ '¢~LCC:TY ELC¥. ?F~ V~LhCTTv ~L~V. C¢$ V~LOCTTY rLEV. - dSP3 HAIE~ C3HS. E~G~. LAKES OF COPPELL, TRILAND DEVELOPRENT, INC. LA( RUN DATE- 8 OCT 8& PAGE · ................... DISTANCES .................... STATZONz DOa~STREAH UPSTREAR DRAINAGE Dy. VALUE BY SE&RENTS SECTZON CHA~NEL VALLEY CHANNEL VALLEY AREA,SE NZ NO. 1 NO. 2 NO. 3 NO. * NO. S NO. · 200. Z13. 200. 2S. 25. 1.00 0.05~ 0.0~0 0.0S$ CFS VELOCITY ELEV. CFS V~L~CITY ELEV. CFS VELOCITY ELEV. 27~.00 0.73 ¢&8.~2 &$O.O0 0.98 ~&8.9~ 510.00 1.09 &'9o26 · 700.00 1.09 ~50.60 dSP~ HAZER CONS. ENGR. LAgES OF COP?ELL~ TR!LAND DEVELOPHENT~ZNC. LAK PAGE 28 · TAgLE5 COHPUTED FOR CULVERT SECTION 201. CULVERT ROADWAY · · ELEVATION END AREA ELEVATION CFS 444.00 0.00 450.50 0.00 ~H&.ZO 6.&3 &50.SZ 29.58 ~ &~&.40 1Z.60 451.14 69.27 &¢~.60 lo. ZO &51.&6 17~.~9 445.20 38.43 45~.&2 560.21 445.40 44.80 4~2.74 767.79 · ~ ~5.60 51.~0 &55.06 993.1~ 445.83 57.60 453.33 1304.36 446.0~ 64.00 453.73 16~7.36 · ~ 4~6.20 70.&3 454.02 2094.75 446.40 76.~0 454.34 255~.01 4~6.6~ 33.20 45&.6~ 3092.49 ( ~6.~3 39.6) 454.93 36~7.45 4~7.00 06.00 455.30 4346.11 4~7.~ 10~.40 4S5.6~ 5070.57 (Bt qP 447.40 108.80 &SS.9& S86Z.88 ~47.60 115.Z0 4S6. Z4 67Z5.0) ~ 4~7.~0 1Z1=60 456.55 7655.96 · ~&8.O0 ~8.0~ &$6.90 8666.56 4S7.00 6996.84 T~E ~AD-L~S IS q~FLECT£D ~ET~EEN T~E EXIT ~N~ TH~ APPROACH SECTIONS. SEPARATE RqTING CURVES A~E NOT*C~MPUTED. CdLVERT$ NO ~REA ~.P. DIA.01 ~lO. HEIGHT ~ENGTN US.INVERT DS.INVERT N ENT.COEFo SHAPE 1 $?.3 2..0 8.0 ~.0 60.0 44&.00 444.00 o.o15 0.70 cox ~ 3~.~ z~.o 8.0 &.o 60.0 &~4.oo &~.oo O.OLS 0.70 BOX 3 32.0 Z4.9 ~.0 4.0 60.0 444.00 &~4.00 0.015 0.70 90X ~ ~ 3~.0 24.0 ~.0 &.O ~0.0 4&4.00 444.09 O.01S 0.70 BOX ~,, ,$~3 ~{IR~ C3~$. E'iGq, L{KAS OF COPPELL, T{ILA~D DEV[LOPMEHT/INC. LAK RUN DATE- 8 OCT 84 PAGE {9 ~ ................... DISTAACES .................... STATION- ~kf ~OdN~T{£4M UPSTP~AM DRAXNAGE eno VALUE 9Y SEGMENTS ~ECT[ON CqA~NEL VALLEY CHANNEL VALLEY AREA~SQ ~! NO. 1 NO. 2 NO. 3 NO. & NO. $ NO° 6 £10. 2~. ~$. 150. 150. 1.00 0.060 0.0~0 OoObO T3T~L 3ISC~4~GE TA]L~ATEn HEADWATER [ D~SCH~SE THRU CULVERT ELEVATION ELEVATION ~ I I I I I ! I I I I ! ! I I I I I I ~?.~ C.17 ~57.65 3823.45 ~7.66 0.1~ 456.1.3 1015S.82 4~7.¢J 0.13 458.$5 116Od.65 &~7.73 0.20 659.0d 13176°00 ThE HEAD-LOS3 [S aEFLECT£D 6ETeEEN THE EXIT ANO THE APPROACH SECTIONS. SEPARATE RATING CURVES ARE NOT COMPUTED. CULVERTS ~0 AR~A · .a~ . D£A.OR ~[D. HEIGHT LENGTH US.INVERT OS.INVERT N ENT.COEF. SHAPE I 0.2 ~.0 0.5 0.5 1.0 &47.30 447.$~ 0.015 0.?0 BOX ~SP3 MAIER CONJ. E~GR. LAKES OF COPPELL~ TRILAND DEVELOPRENT,/NC. LAK RUN DATE- 8 OCT 84 PAGE 33 · ................... DISTANCES .................... STATIOH- DOdNSTREAH u~STREA~ DRAINAGE 'Ne VALUE BY SEGMENTS (' SECTION C~A~L VALLEY CHANNEL VALLEY AREA~SG NX NO. 1 NO. Z NO. 3 NO. 4 NO. S NO. ~. I~d. 120. 180. 180. i.00 0.060 0o0~0 0.060 · TOTAL DISCHARGE TAILGATER HEADWATER Z DiSCHARgE THRU CULVERT ELEVATION ELEVATION ~ 43~.00 ~.66 469.33 &52.49 ~ 510.00 ~o56 &&9.69 ~ 700.00 1.92 ~51.Z$ &5~.~ (' FOR (SH 1 FL0~ THROUGH THE CULVERT IS TYPE && - THE ~NLET AND OUTLET ARE SUBMERGED UITH THE CONTROL BEEN6 AT RET HER THE 3UTLET O~ !NLET. ~OR C$~ 2 FLO. THROUGH THE CULVERT [$ TY~E ~A - THE INLET AND OUTLET ARE SUbmErGED ~IT, THE CONTROL RE[NE AT HER THE OUTLET OR INLET. FOR C$~ $ FLO~ TN;OU~H THE CULVERT ES TYPE 4A - THE INLET AND OUTLET AqE SUaNE~GED ~[TN THE CONTROL BEING AT HER THE OUTLET O~ INLET. · FO~ CS~ 4 FLO~ TH~OUS, THE CULVERT I5 TYPE 4A - THE [NEET AN0 OUTLET ARE SUBMERGED ~ITH THE CONTROL ~E[N6 AT HER THE 3~TLET OR [NLET. C;S VELOCITY ELEV. CFS VELOCITY ELEV. CE$ VELOCITY ELEVe 275.30 1.77 452.20 450.00 2.50 452.49 510.00 Z.~$ ?00.00 3.56 ~SZ.a6 ~SP] HALER COqS. E~Gq. LAKES OF COaPELL~ TRILA~D DEVELOPH~qT~INC. LAX RUN DATE- 8 OCT 8& PAGE ................... D~STANCES .................... STATION- OOaNST~EA~ U~$T~EA~ ORAINAGE 'N' VALUE BY SE$~ENT$ SECTIO~ C~A'SN~L VALLEY C~ANt,~L VALLEY AREA~S~ ~I NO. 1 NO. 2 NO. 3 NO. & NO. ~ NO. 6 2~G. 180. 160. 25~. II0. 1.00 0.O60 0.0~0 0.060 CFS ¥£~0CgTY EL£V. CFS VEL,CITY ELEV. CFS VFLOCZTY ELEV. Z75.30 3.~0 652.26 430.00 0.70 45Z.69 $10..30 0.~O ................... D:STANCES .................... STATION[ D.)~NST~EA~ U~STREA~ DRAINAGE 'N' VALUE ~Y SEGMENTS SECTION CqA'dNEL VALLEY CHANNEL VALLEY ARRAYS, ~l NO. 1 NO. 2 NO. 3 #0. & NO. $ #0. 6 26G. 250. 2~0. 100. 100. 1.00 0.0~0 0.020 0.060 C~S ~EuOC[TY ELEV. Crg VELOCITY ELEV. CFS VELOCITY ELEVo ~O3.3C 0.72 45~.26 460.00 0.99 452.60 5&O.O0 1.11 } I I I I I ! 1 I I I I I I I I I I I '~ .~ ~i~ ES%;. E'~. L$K:~ ~; ~O~P:LL, T~ILA~ID O~¥~L~EflT~I~C. LA~ RUN DAT~- $ OCT ~& ~ASE ~6 ................... D:STA;~C~S .................... STATION. DO,N~T~ U~ST~ Dn~I~AGE 'N' VALUE BY SEGMENTS ~ SECTIO~ CHA~NEL VALLEY C~ANNEL VALLEY AREA,S~ ~I N~. I ~0. ~ NO. 3 NO. & NO. ~ NO. 6 270. 100. 100. 350. 350. 1.00 0.0~0 0.0~0 0.060 CFS VELOCITY ELEV. CFS VELOCITY ELEV. CFS VELOCITY ELEVo $00.30 0.9S 452.~o 460.00 7.72 4S2.80. S&O.O0 7.97 453.05* * INDICATES CRITICAL DEPTH · · ~SP$ RAZOR CONS. ENG,. LAKES OF COPPELL~ TRILAND DEVELOPMENT, INC. LAK RUN DATE- 8 OCT 8& PA~E 37 ................... DISTANCES .................... STATION- DO,NST~EAM UPSrREA~ DRAINAGE '~' VALUE BY SEGMENTS · SECTION CHANNEL VALLEY CHANNEL VALLEY AREA,SG RZNO. 1 NO. ; NO. 3 NO. & NO. S NO. 6 · 260. 350. 350. 1. 1. 1.00 0.060 0.020 0.060 ~ CFS VELOCITY ELEV. CFS VELOCITY ELEV. CFS VELOCXTY ELEV. · 300.00 4.bk &53.~? 460.00 5.5~ &S~.&? 540.00 5.$& 654071 730.00 6.47 ~55.~0 ( · ~$P~ ~AZER CONS. E~GR. LAKES OF COPPELL, SOUTH LAKE RUN DATE- 8 OCT 8& PAGE 38 ................... DISTANCES .................... STATZONm ~ O0~NSTREAN U~STREA~ DRAINAGE e~ VALUE BY SEGHENTS · SECTION CHANNEL VALLEY CHANNEL VALL;Y AREA~SG HI NO. 1 NO. 2 NO. ~ NO. & NO. S NO. 6 400. 215. gO0. 20. 20. 1.00 O.OSO 0.0~0 0.060 CF$ VELOCITY ELEV. CFS VELOCITY ELEV. CFS V£LOC~TY ELEV. 70.00 0.55 &&7.~2 110.00 O.&9 &&8.09 12S.00 O.&6 190.30 0.~1 ~9.a7 CONS. EqGR. LAKES OF COPPELL, SOUTH LAKE PAGE 39 T~LES COMPUTED FOR CULVERT SECTION 401. · CULVEaT ROADWAY ELEVATION EN~ AREA ELEVATIO~ CFS · 44e.0~ 0.01 450.4S 44b.Oe O.OZ 450,90 1S2.0S &~b. C5 0.05 ~S1.55 299.4S e~.03 O.Oe &51.80 44e.1~ 0.06 45Z.70 1017.57 4~e.14 0.07 453.15 137Z.66 446.1~ 0.0~ 453.60 1833.31 ~b.29 0.10 ~54.5~ Z998.85 ~8.2Z 0.11 &S&.9$ ~711.b~ 44~.25 O.lJ &SS.SS 5415.98 448.2~ 0.14 456.30 6414.49 44H.33 0.15 456.75 7515.0S 4~8.IZ 0.~5 ~57.~0 ~720.8~ &~8.3& 0.17 &S?.65 10035.12 I ! I I I ! ! ! ! I I I I 1 I ! ! I C~3 YE~C~TV EL£V. ~F~ VELOCITY ~LEV. CFS VELOCITY ELEV. ~0.~3 1.;5 ~5~.~0 100.09 ~.32 &~0.6~ 120.90 2.~? &~Oo?7 ~SP3 NAZER COWS. E~GR. LAKES OF COPPELL/ ~EST LAKE RUN DATE- 8 OCT 84 PAGE 46 ~, ................... DISTANCES .................... STAT~ON~ · ~OaNSTREA~ UPSTREAH DRAINAGE 'N" VALUE BY SEGMENTS SECT[ON CHA~NEL VALLEY CHANNEL VALLEY AREA, SQ HZ NO. 1 NO. ~ NO. 3 NO. & NO. 5 NO. 6 ~1~ 3ZO. 330. 310. 2&O. ~20. 1.00 0.060 0.030 0.060 CFS VELOCITY ELEV. CFS VELOCITY ELEV. CF$ VELOCITY ELEV. 60.00 O.&~ &51.~5 100.00 0°66 451.~2 120.00 0.?~ 17So00 0.9a ~SP3 HAZER CONS. EqGR. LAKES OF COPPELL~ WEST LAKE RUN DATE- 8 OCT 84 PAGE 47 · · ................... DISTANCES STATZONz DOWNSTREAM UPSTREAM DRAINAGE eN' VALUE BY SEGRENTS SECTION CHA~N~L VALLEY CHANNEL VALLEY AREA,SE HZ NO. 1 NO. 2 NO. 3 NO. & NO. 5 NO. 6 ( 330. ~3. ~20. ~0. ~0- 1.00 0.060 0.030 0.060 CFS ~ELOCIT¥ ELEV. CFS VELOCITY ELEVo CF$ VELOCITY ELEV. ~1~ · 60.00 0.¢5 &51o27 100.00 0.65 &$1.~5 120.O0 0o?& 451o$3 175.00 0.93 ~S1.76 ; dSP] HAZER COWS. E'lG~° LA~S OF COPPELL. ~EST LA~£ RUN D~T~- 8 OCT ~& PAGE &8 · ................... DISTANCES .................... STATION= DO~NST~EAv U~STflE&~ ORA]~AGE "k" VALUE BY SE&MENTS ( ~ECT[O~ C~A%NEL V~LL~Y CHA'~N~L VALLEY AREA~SQ ~! NO. 1 NO. 2 NO. 3 NO. & NO. ~ NO. 6 3*0. ~0. ~'). ~10. 21~. 1.00 0.060 0.030 0.060 CFS VELOCITY ELEV. CF$ V~LOCZTY ELEV. CFS VELOCZTY ELEV. o0.30 ~.29 ~51.27 100.00 0.~ ~51.~6 1~0.~0 O.&8 C 175.~0 ~.~U ~S1.77 · ~SP3 HAZE~ CSNS. E'~Gq. L~S OF COPPELL~ a~ST LA(E RUN DATE- B'OCT ~& PAGE 49 ................... D;$T~NCES .................... STATION= ( DO~NST~E~ UPSTREA~ DRAZ~A&E "N" VALUE 8Y SEGMENTS SECT~O~ CH~L V~LL~Y CHANNEL VALLEY ~REA,$G ~I NS. 1 NO. ~ NO. 3 NO. & NO. ~ NO. 6 ~S~. 710. 210. ~00. ~00. 1.00 0.060 0.0~0 0.060 ~ ErS ~LCC~?Y ELEV. CFS VELOCITY ELEV. CFS VELOCITY ELEV. 60.gO 0.2~ ~$1.~8 100.00 O.kl AS1.&7 120.00 0.~7 &51.$5 ~. ~SP$ HAZER CONS. E~GR. LAKES OF COPPELL~ k~ST LA<E RUN DATE- 8 OCT 84 PAGE SO ................... g~T~CE$ .................... STAT!~N~ ~O~ST~£~v uPSTREA~ ORAZ~A~E "~" V~LUE EY SEGMENTS ~ECT;O~ CHA'~L V~LLEY CHA~EL VALLEY ~EA~S*~ ~! NO. I NO. 2 ~go ~ NO. & NO. ~ NO. 6 ~ ~C. CO}. ~. 1. ~. 1.~0 0.0~0 C.O]O 0.050 I I I ! I ~......~.1. ~1'.~. I I I ,~o.~1. ~.~;c.~ I I I I ! I I ~a.5O ~.~5 -- Th{ HEAD-L~S3 IS ~SFLE~T~D 3ETd~h T~E EXIT ANO THE &PPR3ACH S~CT[ONS. SEPARATE RATIng CURVES ARE NOT COMPUTED. CULVERTS NO A~EA ~.P. D[A.O~ dID. H'EZGHT LENGTH US.iNVERT DS.INVERT g ENT.COEF. SHAPE 1 0.2 2.3 0.5 0.5 1.0 448.00 448.00 0.015 0.70 BOX · dSP3 MAI~R C3NS. ENGq. LAKES OF COPP~LL, SOUTH LAKE RUN DATE- 8 OCT 84 PAGE 40 · ................... DISTANCES .................... STAT[ONz DOaNSTRE~ UPSTREAR ORAZ~AGE 'Nt VALUE BY SESNENTS · · SECTION CHA~NEL VALLEY CHANNEL VALLEY AREA~SG MI NO. 1 NO. 2 #0. ] NO. ~ NO. S NO. 6 410. 20. 20. 270. 270. 1.00 0.060 O.OSO 0.060 T~TAL DISCHARGE TA~LWATER HEAO~ATER [ DISCHARGE THRU CULVERT ELEVATION ELEVATION · I ?0o00 2o15 &&].SO ~$0.$& · 2 110.00 2.23 448.50 450.73 3 125.00 ~.~6 448.50 ~ 190.00 1.53 449.97 451.02 · · FOR CSM I FLOW THROUGH THE CULVERT ZS TYPE &A - THE INLET AND OUTLET ARE SUBNERGED WITH THE CONTROL BEING AT EZT HER THE OUTLET OR INLET. FOR CS~ 2 FLO~ THnOUGh THE CULVERT IS TYPE &~ - THE INLET AND OUTLET ARE SU~RERGED ~TH THE CONTROL 4E~#G AT E~T ~ER THE ~UTL£T OR FOR C$~ ~ FLOW TH~OU3H THE £ULVE~T Z$ TY~E &A - THE ~NCET A~D OUTLET ARE S~ERG£D ~ZT4 TH~ CONTROL SEEN& AT ~ H~ THE OUTLET OR INLET. FOR CS~ 4 FLOW THROUGH THE CULVEaT IS TYPE && - THE INLET aND OUTLET ARE SUbmERGED ~ITN THE CONTROL 9E~NG AT E[T HER THE OUTLET O; INLET. CFS VELOCITY ELEVo CFS VELOCITY ELEVo CFS VELOCITY ELEV. ?0.30 1.Z6 4~0.~4 110.00 1.~7 4S0.73 1Z~.O0 1.$4 &$0.79 ~ ;90.0¢ 1.78 451.02 · ( aSP3 PAZ£R C~. EreGq. LAKES 0= CC?PELL, SOUTH LAKE RUN D~TE- 8 OCT 84 PAGE 41 ................... DIST&~C~S .................... STAT~ON~ ~I~ DOWNSTREAM UPSTREAR DRAINAGE e~. VALUE BY $ESMENT$ SECT[ON CwA~hEL VALLEY CHA~NEL VALLEY AREA,S3 MI NO. 1 NO. ~ NO. ] NO. & NO. 5 NO. 6 ~20. ~70. £?0. 293. 290. 1.00 0.060 0.0~0 0o0~0 · CrS VELOCITY ELEV. CFS VELOCITY ELEV. CFS VELOC[TT ELEV. ?0.~0 O.SS ~50.79 110.00 0.69 450.97 125.00 0.73 451.04 · -$P3 HAI~a CJi3. E~G~. LAkeS OF COaPELL, SOUTH LAKE RUN DATE- 8 OCT 84 PAGE 42 ................... DISTANCES .................... STATION= DO~N;T~AM UaSTREAq DRAZNAGE 'N' VALUE BT SEGMENTS ~ SECTZON CMANNEL VALLEY CHANNEL VALLEY AREA, Sa MI N3. I NO. 2 NO. 43G. 290. 290. 1. 1. 1.00 0.0~0 0.030 0.060 C~S VtLOCiTY ELEV. CF$ V~LOCITY EL~V. CF$ VELOCITY ELEV. ~;. ~ 70.20 ~.72 450.~5 110.00 0.92 451.04 125.00 0.98 451.1~ 190.30 1.71 451.36 ~ .Sa$ MAI£~ C}Y;i. ~NGa. LA<:3 OF COPP~LL, ,EST L&~E aUN D~T£- 8 OCT 84 PAGE 43 ~ ..... :,. ~1 I ! ! I I ! ;r^rx~: ! ! I I I ..... l ...... J_ 1~: _ ................... S£~T[04 C~A4a~L VALLEY CH~N[L VALLEY A~a,S3-~I NO. I NO. 2 NO. ~ NO. 4 NO. $ NO. 3~C. lc~. 150. 20. 2~. 1.00 0.050 0.050 0.060 C~$ VELOCITY ELEV. CFS VELOCZTY ELEV. CFS VELOCITY ELEVo o~.0~ 1.~2 ~a3.S7 100.00 1.24 4~9.02 120.00 1.16 449.29 175.0~ 0.73 ~50.60 dSP] MAI~R CONS. E4Gq. LAKES OF COPPELL~ ~EST LAK~ PAGE TAaLES C~MPUTED FOR CULVERT SECTION ~01. CULVERT ROADgAY ELEVATION END AREA ELEVATION CFS 449.00 0.00 450.00 0.00 ~9.02 0.01 ~S0.~5 ~9.90 ~49.04 0.0~ '50.90 152.08 449.06 0.0] 4~1.35 299.~8 &49.08 0.04 ~51.80 492.02 449.12 0.06 ~S~.?O 1017.57 a49.14 0o07 &53.15 1572.66 44a.16 0.0~ 453.60 4~9.1~ 0.0~ 454.05 2374.03 4a9.20 0.10 454.50 2998°$6 449.22 0.11 &54o95 3711o68 ~49.24 0.1~ 455.40 4516.19 449.26 0.13 455.85 5415.93 449.~S 0.14 456.33 6414.49 ~G9.30 0.15 456.75 7515.05 ~9.34 0.17 ~57.65 10035.12 ~&9.~ 0.1~ ~SS.~S 1~000.90 THE HEAD-L3S~ [S R~F~ECT;D ~TdE~h THE EXZT '~Ng TH; APPROACH SECTZONS. SEPARATE RATZNG CURVES ARE NOT CULVERT3 ~0 ARE~ ~.=. DZA,OR ~ID. HEigHT LENGTH US.~NVERT DS.INVERT N ENT.COEF. SHAPE I 0.~ 2.0 0.5 O.S 1.0 ~9.00 &~9.00 O.01S O.?O BOX ~SP] MAZ~R CONS. ENGa. LAKES OF COPPELL, ~EST LAKE RUN DATE- 8 OCT 8& PAGE ................... D[STANC;S .................... STATIONTM O0~STa~a~ UPSTREA~ DRAZHAGE she V~LUE BV SEGMENTS SECTLON CHRNh~L VALLEY CHANNEL VALLEY AREA,SO ~t NO. 1 NO. g NO. 3 NO. & NO. 5 NO. ~10. 20. gO. 530. 310. 1.00 0.060 0.030 0.060 T~T~L OtSCHARG~ T~L~KTER HEADWATER [ D~CH~a~E THRU CULVEaT ELEVATZON ELEVATION 1 62.00 1.A9 &49.50 Z 100.00 1.~3 ~9.50 45~.69 5 120.3C 1.69 449.50 ~ 175.0~ 0.94 &50.~O 450.97 FOR C~M I FLOW THROUGH THE CULVERT IS TYPE ~a - THE INLET AND OUTLET ARE SUBMERGED WITH THE CONTROL HER THE OUTLET OR INLET. FOR CS~ 2 FLO~ THaOU~H THE CULVERT ZS TYPE &A - THE Z~LET AND OUTLET A~E Sda~E~GED gZTH THE CONTROL aba TH~ O~TLET Oe FGR C;" ~ FLO~ T~3~G, Tq~ CULVEaT ~ TY~E &l - TH~ ZN~ET &NO 9UTL~T ARE SdeqEaG~D eZTq THE CONTROL q~a THE 3UTLET Oq I I I I I ! ~ I I ! I I I I ! I I I I ~" C;~ v~LC~:TY EL~Vo CFS 175. 3C