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Northport BP-SY 851227 DATE: ].2/27/85 A CONDITIONAL FLOOD INSURANCE STUDY REVISION OF NORTHPORT ADDITION ALONG COTTONWOOD BR^NCH IN THE CITIES OF COPPELL AND GRAPEVINE, TEXAS FOR HAWRYLAK AND ASSOCIATES, iNC. 2309 ROOSEVELT DRIVE. SUITE D ARLINGTON, TEXAS 76015 BY CAFFEY AND MORR!SONo INC. ARLINGTON DOWNS R,%AI, ~::_.E _._ ARLINGTON, TEXAS 760~' _ .-- ~ % JOB NUMBER 85045 ^ CONDITIONAL FLOOD iNSURANCE STUDY REVISION OF - NORTHPORT aDDITION ALONG COTTONWOOD BRANCH IN THE CITIES OF COPPELL AND GRAPEVINE, TEXAS FOR HAWRYLAK AND ASSOCIATES, iNC. 2309 ROOSEVELT DRIVE, SUITE D ARLINGTON, TEXAS 76016 BY CAFFEY AND MORRISON. INC. 2212 ARLINGTON DOWNS ROAD, SUITE 105 ARLINGTON, TEXAS 76011 December 27, 1985 Mr. Robert L. Hawrylak _. Hawrylak and Associates, Inc. 2309 Roosevelt Drive, Suite D Arlington, Texas 76016 '- Dear Mr. Hawrylak: We are pleased to submit six copies of a flood study of the Northport Addition along Cottonwood Branch in Coppell and Grapevine, Texas. It is our understanding that this report will serve as a conditional revision request to change the existing Federal Emergency Management Agency (FEMA) flood study of the area. This project is immediately upstream of an earlier - conditional revision we completed for you. This previous revision was for the Freeport North Addition. in order interface with Freeport North, we made some changes to the upstream end of the Freeport North channel. This included widening the channel and removing the rock rubble rip rap which had been designed for the transition back to natural conditions. We will coordinate this change with FEMA and "- the final FIS revision will be based on this change. Any request of this nature must be submitted to FEMA accompanied by a letter of review and approval by the Cities of Coppell and Grapevine. Once this is done and a conditional revision is favorably reviewed by FEMA, a final .... revision to the FEMA published flood maps may b~ obtained by submitting final as-built plans certified by a Registered Professional Engineer. These plans must conform to the conditional assumptions made in the flood study. Any '- variation would require additional information to verify thar the changes conform to FEMA requirements. We will be available to provide additlcnal information or guidance as required to interpret this report. We appreciate this opportunity to work with you on this project and look forward to a continued association. Sincerely, -- '-'Rcnald W. Morrison, P.E. Vice-Presiden~ TABLE OF CONTENTS Page No. A. Introduction ......................................... A.1. Scope of Work A,2. Pro3ect Description '- A.3, Data Assembly and Coordination A.4. FEMA Requirements B. Hydrology ............................................ B.1. Methodology C. Hydraulics ........................................... 16 C.1. Model Configuration · '- C.2. Cross Sections C.9. Work Maps C.4, Water Surface Profiles _ C.5. Manning's Coefficient C.6. Wloodways and Encroachments C.7. Structures C.S. Velocities D. Final Comments ....................................... 19 - Appendices !. Corps of Engineers Cottonwood Branch Detailed FIS Pro3ect HEC-2 Model 2. Duplication of the Corps Detailed FIS HEC-2 Model -" 9. Existing Conditions Cottonwood Branch HEC-2 Model 4. improved Conditions Cottonwood Branch HEC-2 Model 5. improved Conditions Cottonwood Branch HEC-2 Encroachment Model 6. Existtng Conditions Cross Sections 7. Improved Conditions Cross Sections 8. FiS Flood Plain and Floodway Delineations ._ 9. Improved Conditions Flood Plain and Floodway Delineations i0. Comparison Water Surface Profiles -' 1~ Existina Conditions Wa~er Sur£a~e Pro£±le~ 12. Improved Conditions Water Surface Profiles 19. Soil Survey of Tarrant County, Texas 14. HEC-1 Ultimate Conditions Hydrology 15. HEC-2 Improved Model with Ultimate Conditions Discharges for Design Purposes A. Introduction Cottonwood Branch flows through the Cities of Grapevine and -- Coppell in Tarrant and Dallas Counties, Texas. The general location is shown below: ~ ~ . Ilk "- .... A large portion of this development is in a defined !O0-year flood plaln and floodway. In order to develop the area, it is necessary to design a channelization to remove a sufficient area from the flood plain and floodway to allow the projected develop- ment, This study presents that design. -- A.1. Scope of Work The purpose of this study is to obtain a conditional FiS revision _ for the proposed channelization through the project area. The general procedure to be followed throughout this reoort is out- lined below: -' I. Obtain the current effective FIS model upstream and downstream of the pro3ect area from the Fort District Corps of Engineers. 2. Encode the model and obtain a duplicatzon run that matches the Corps model. Input additional surveyed cross sections to obtain an accurate existing condition model. -- 4 .... Design the channel size by containinc t~ ultima.__ condition discharge within the channel banks. 5. Input the improved cross sections into the existinc conditions model to obtain an improved conditions model. Interface with a previous conditional revision, "Freeport North", is necessary for the dowastream end of the project. 5 6. Develop an encroachment model for the pro3ect area and tie it in both upstream and downstream for the improved '- condition to establish the revised floodway boundaries. 7. Compare existing condition 1OO-year frequency flood elevations and velocities for the improved model to the existing conditions model to determine if there is any adverse impact as a result of the pro3ect. A.2. Project Description This project will be a channelization of Cottonwood Branch -. through the pro3ect area. The purpose of the channelization will be to reclaim flood plain and floodway land for development. The channel will generally be reshaped through the pro3ect by removing material. The proposed improvements will tie into a previous conditional revision to Cottonwood Branch just downstream of this project. The channel will have a 75 feet wide bottom with 4:1 side slopes throughout most of the pro3ect. The upstream end of the project will deviate from this configuration to transition to the natural condition. -- A.3. Data Assembly and Coordination The current effective flood insurance study (FIS) technical data, including HEC-2 computer analysis and related maps, were obtained from the Fort Worth District Corps of Engineers. Caffey and Morrison, Inc. completed a conditional revision of an ad3acent downstream pro]act, Freeport North Addition. Results of this pro3ect were used in analysis o£ this study. Site development plans and survey information were provided by Hawrylak and Associates, Inc. o£ Arlington, Texas. A moil survey map of Tarrant County was provided by the Soil Conservation Service. The coordination involved in this study ~nc!uded discussions with the Fort Worth District Corps of Engineers, FEMA Region 6, the Clty of Coppe!l and the City o£ Grapevine. !. Fort Worth District Corps of Engineers Flood Plain ManaGement Branch. Contact was made with the Flood Plain Management Services Branch to obtain information regarding the FIS and other technical considerations. 2. FEMA Region 6. Contact was made to inform them of the project and determine i£ this pro3ect presented any particular concerns that needed to be addressed. 3. City o£ Coppell. The City o£ Coppell has been contacted and the pro]act fully discussed. Their .... comments will be sent to FEMA as they are completed. The contact was Mr. Ed Poweil, the Coppeil City Engineer. 4. City of Grapevine. The City of Grapevine has been contacted and the pro3ect £ully discussed. Their -.- comments will be sent to FEMA es soon as they are completed. A.4. FEMA Requirements The Fort Worth District Corps of Engineers has completed flood insurance studies (FIS) of the City of Coppell and the City of Grapevine. These studies were done under contract to FEMA. They were reviewed and approved by FEMA and the Cities and after an appropriate period of compliance, the studies became official. _ These studies covered the area in question. In order to change a portion of the existing study, it is necessary to meet certain specific requirements imposed by FEMA. The paragraphs below outline FEMA's role in requests for revision of the Flood Boundary and Floodway Map (FBFM). These regulations are in accordance with Title 44, Part 60.3(d> of the Code of o- Federal Regulations. 1. FEMA Role in Establishing Floodways The National Flood Insurance Act of 1968, Section 1361, authorized FEMA to carry out flood studies relating to encroachments and obstructions on stream channels and floodways. The purpose of the studies is to support state and local efforts to: - a. regulate the development of land which is exposed to flood damage, where appropriate, b. guide proposed construction away from locations which are threatened by flood hazard, c. assist in reducing damages caused by floods, and d. otherwise improve the long-range land management and use of floodprone areas. The section is explicit in that FEMA shall work closely with, and provide necessary technical assistance to, state, interstate and local government agencies in " their efforts toward sound flood plain management. The FEMA .role consists of establishing minimum -- standards and providing information to state and local regulating agencies. Established criteria are contained in Part 60.3(d) of Chapter !, Title 44 of the Code of Federal Regulations. The regulation states that when FEMA has provided data from which a regulatory floodway shall be designated, the community shall select and adopt a regulatory floodway based on 7 the principle that the area chosen for the regulatory floodway must carry the waters of the base flood (lO0- year) without increasing the water surface elevation o£ -- that flood more than 1.O foot at any point: however, the community may adopt a more restrictive floodway in which the surcharge limit is less than 1.0 foot. The FEMA role, therefore, is to provide data from which the community can formulate and adopt a floodway for regulatory purposes. From a practical standpoint, FEMA coordinates with communities during the data generation stage and prepares data on a single floodway delineation which reflects community input. Once floodway is adopted by the community, FEMA continues to support the community in its efforts to enforce the floodway and provides copies of the maps to users. 2. Definition and Purpose of Floodway The floodway is defined as the channel of a stream and any ad3acent flood plain areas that must be reserved in order to discharge the lO0-year flood without increasing flood heights by a specified amount. The - purpose for establishing a floodway is to provide for the balancing of the competing uses of development against the resulting increase in flood hazards. FEMA has set a minimum standard, limiting the floodway width to that which will not result in an increase of the !O0-year flood by more than !.0 foot. .... Construction. substantial improvements and other development within the adopted floodway that would result in any increase in flood levels within the community during the occurrence of the base flood discharge are prohibited. 3. Floodway Revision - General Policies Within the criteria established by FEMA, many floodway configurations may be generated; however, once adopted -- by a community, a particular floodway configuration becomes administratively established, much the same as other community regulations. An adopted floodway represents a reasonable allocation of an area for the passage of flood waters and does not necessarily represent the minimum area required to meet the minimum standard. Once the ~loodway is adopted, the -- floodway boundaries are intended to remain static. During a restudy, the existing floodway configuration .._ should be checked to assure that it meets acceptable surcharge limits under present conditions. Where surcharge limits are exceeded, the floodway should be expanded. A floodway may be reduced in size if the discharges have been reduced as a result of e physical change, _ such as s diversion of the ~low or the construction o£ a dam or other ma3or retention measures. A floodway may also be reduced as a result of stream modifications. Floodway changes should not be based on physical changes unless it has been established that adequate maintenance has been provided to assure continuation of the structural effects. A further basis for a floodway revision is the desire by a community to respond to a social or economic need for development within a floodway. This need may be met by shifting the floodway boundaries, using appropriate hydraulic analysis, while maintaining the flood carrying capacity of the floodway. After a floodway is established, development may occur in the fringe area (the area within the £1ood plain but outside the floodway), but should not occur in the floodway unless it is shown that the development will not reduce the conveyance of the floodway. If it becomes necessary to revise the floodway, the original hydraulic model must be used to establish the base profile for the new encroachment analysis. The model would then be modified to include the in-place ..... encroachment for the revised floodway runs. 4. Community Floodway Map Revision Request The floodway designation is not "appealable" to FEMA by individuals since it is the community that selects and adopts the re~uiatory floodway. Thus, an individual should appeal the floodway designation to, or seek amendments from, the community. The community, in turn, may support the amendment and request FEMA to -- revise the original FEMA-produced Flood Boundary and Floodway Map (FBFM). FEMA will review the request to ascertain that the £ol!owin~ conditions are met before exoending effort on the revision: Condition Number -- The community must demonstrate that it is prepared to adopt the modified floodway and that all legal requirements will have been met before the floodway .... is revised. Before changes are made to community regulated areas, communities are required by the state to follow certain administrative procedures. The request to FEMA needs to include evidence that appropriate procedures have been followed. Typical information to be submitted is as follows: '- 1.I. Copy of a public notice of the intent to modify the floodway. 1.2. A statement that the community has notified and obtained approval from any adversely impacted property owners or adjacent jurisdictions. 1.3. In lieu o£ the above, a statement that the change will result in no adverse impact. 1.4. A copy of the notification of the floodway change to the state. Condition Number 2 An engineering analysis has been performed to substantiate that the revised floodway meets minimum standards as well as 9ny state or community requirements. Floodway revisions must be based on the hydraulic model used to develop the floodway currently in _. effect. The community should request, through the FEMA Regional Office, a copy of the input data used in the computer model for its effective flood insurance study. Where the input data representing ~h_ original hydraulic model is unavai!abz_ an approximation should be developed. A new model should be established using the original cross - section topographic information, where possible, and the discharges contained in the flood insurance study which established the original floodway. The model must use the same e£fective flow areas .as ~ tab!ished in the ori~ina~ _s . , ana!y~is and be calibrated to reproduce the original base £!ood elevations within 0.! foot. Where reproduction .... the original base flood elevations within 0.i foot ~s not possible or results in unsound engineerin~ practices, the community should contact the -- appropriate FEMA Regional Office for ~rectzon. After the model has been checked and m,~tches the original base flood e!evatzons, the model .can be modified for new floodway runs ~ analysi= wi~ ~ be accomplished as specified for the ~ow~ng basis for revision: Channel Modification The original model will be modified to include the channel modification and .any other encroachment occurring subsequent to the original {!oodway delineation. The resulting base flood profile will serve as the base for the floodway runs. The !0 floodway runs must include any encroachment that may have occurred since the delineation of the - original floodway. The resulting floodway elevations must not exceed the new base flood elevations or the original base flood elevations by more than 1.0 foot, or as specified by the state or community. Social or Economic Where it is desired to shift the floodway for social or economic reasons, the base flood elevations from the original model would serve as the base profile for the new floodway run. The model would then be modified to account £or any encroachment in the flood plain since the original study. The new £1oodway limits are to be set in a manner which will not result in an increase to the original base £1ood elevation in excess o£ that permitted by FEMA or the state. Condition Number 3 Submittal includes technical data that enables FEMA to determine whether the floodway revision meets the FEMA minimum standard. Submittal must include the following: 3.1. A copy o£ the printout for the original -- hydraulic computer model representing the lO0-year £!ood Drofi!e run for conditions exist,n,n at the time the currently e££ective ~_,_odwav was developed. The printout must include full input and output listings. ~.2. A copy of the printout for the original - hydraulic computer model representing the floodway run £or conditfons under which the currently e££ective floodway was developed. -. The printout must include full input and output listings. 3.3. A copy o£ the printout from the hydraulic computer model representing the new lO0-year profile. The model should be the same as that used in item 3.1., but modified to '-- include any channel modification, fill or other encroachment that may have occurred in the flood plain since the original floodway __ was delineated. 3.4. A copy o£ the printout from the hydraulic computer model representing the floodway run for the proposed floodway, including channel modifications and encroachments since the original floodway was established. The equal conveyance reduction method should be used to compute the revised floodway limits unless agreements have been made with affected property owners to utilize a different method. The printout must include full input and output listings with all input changes from the original model highlighted. The net effect of the channel modifications, the encroachments made subsequent to the establishment of the original floodway, and the new proposed floodway limits must not _ increase the water surface elevation by more than !.0 foot above that computed in item 9.!., and also must not exceed 1.0 foot above the new lO0-year elevations computed in item 3.5. A copy of the revised Floodway Data Table --- representing data for the proposed floodway configuration. _. 3.6. One copy of the currently effective FBFM showing the ~xisting_ floodway and one ~noy__. showing the proposed floodway configurations. .... 3.7. Certification £rom a Registered Professional Engineer that the physical parameters used in the proposed £1oodway delineation represent ... actual conditions and that the standards contained in these "Conditions and Criteria" are met. 3.8. If the basis for the proposed floodway revision is a channel modi£ication, the completion of a dam, or any other structural -- measure, evidence is required to demonstrate the design is adequate and that maintenance and operation provisions, where applicable, have been made. The submittal must indicate what entity has maintenance responsibility and how maintenance will be accomplished. If maintenance is to be accomplished by agencies other than the community, a legal provision for community monitoring and back-up assistance is required. 3.9. Documentation of approval of the proposed floodway revision from the appropriate state _._ agency for communities where the state regulates the floodway. 12 3.10. Documentation of any variation £rom Condition 2 and/or Condition 3. This includes approval £rom the appropriate agencies and an explanation of the reason for variation. 5. FEMA Response to Floodway Revision Request FEMA will review a community's request for a floodway -- map revision. It is recognized that while the floodway is adopted by a community, flood insurance study users other than the community may request copies of the floodway delineations. There£ore, in support of the community and other users, FEMA maintains a system for distributing floodway information and revising delineations as the need arises. When the revision is considered to be significant, FEMA will revise floodway maps and distribute them to recognized users. Significant floodway revisions are identified based on _ the size of area as well as the number of interests affected by the revision. FEMA will respond to a request from the community for a floodway revision by one of the following means: a. Reprinting the affected FBFM panels with -- corresponding map revised dates. The panels will be accompanied by a revised index panel showing the most up-to-date floodway panels maintained at FEMA. __. Copies of the revised_~!oodway panels witIlL be sent to orevious recipients of the floodway maps. A revised flood insurance study report will accompany ~nc!uded in th~ report wi' ~ be the ~,,~dway maps. - a description of the revision and revised Floodway Data Tables. -- b. Send one copy of the FBFM designatinc the ap~rc, ved ~i~odway revision to? the community, .and a !ehte~ .3£ ~ ~ ' ~sa~ ~he ev ~ the f!.~odway revision determination that FE~A m~n~mum requ'rements have been met but a reprintin,n o£ the FBFM ~s n?t warranted at this time. The ~ateria!, including the copy of ~he ~BV~ show,nc the rev_s ..... .. will be filed for incorporation at a later 'lime into a f!oodwav, map rev,s~c-n_ . The a~roved=. FBT~. . .. __ revision copies will be dated. ~ince it is D~s=ible that FEMA has resoo~-~,~ ~o a floodway revzsion request in th~s~ manner, al~ ~r~ood_ insurance study users are encouraged to contact the community be£ore ~roceeding w~th ~!ans development within the flood fringe areas ,Dr near f!oodways. c. Send a letter to the community stating that the submittal material is incomplete and/or that the revised floodway does not meet FEMA minimum criteria, Submittal o£ Material Submit material to the FEMA Regional Office. The Regional Office will review material for completeness, concur with the proposed changes, approve any maintenance ordinances and forward the necessary material to the FEMA Central Office. - FEMA Central will review the hydrologic/hydraulic back- up material, engineering design, and .any plans o£ opera~ion_ and maintenance (where appropriate), reque_~=~ _ additional revisions or corrections as necessary, then respond to the community by means of the appropriate action defined under Section E above. - B. ~ydrology The discharge values for the !©, 50, !00 and 5©O-year frequency · ~ floods were taken from the current effective flood insurance study. The values at the downstream end of the study area are 9600, 5100, 5700 and 7900 cfm, respectively. in order to satisfy city requirements, the pro3ect was designed ~o~. _ the ultimate conditions _~O~-vear_ . frecuencv_ discharge. Th~_ 4o.~ ~ Lowing presents, our complete, ana!vsis, for ~hese= dischar,~e_ -" values. B.!. Methodology ~h_ ~.S. Army CorDs of Engineers Fort Worth District developed the hydrology for the watershed zn con?unction with the flood ~nsurance study (FIS). The study data .and hydrologic m_.._e=s~ ~ used by the COE were obtained and used .am quldes_ £or the ~eDarat~on o£ a~ ~Em-i (F~ood ~vdro,~ra~h P~cka~e Computer Program) hydrologic model. The area at the time o~ the FIS was -- primarily undeveloped. ~ ~0= divided the watershed on the main ch~nne_ c.f Cottonwood Cr~k above Village C~k into nine subwa__~h_._s £or the . ~. Figure 1 of Appendix 15 shows the nine (g~ subwater~heds used £zr the HEC-i model. --' Subwatershed parameters were computed for modelin~ using Snyder's svnthetic~ hydrograph method. Since the dischar~es for u]~.._.ma~=_ or !00~ development of the watershed were desired, it was assumed -- that additional channe!ization would occur through a££~cted ~ + id sub~ater~heds. A trapezoidal channel =ha~ wou contain the !©O- year discharge was assumed and programmed into the H~C-! model for flood routing purposes. The modi£ied Puls routing technique was used. Time to peak was developed for each subwatershed using - the methodology described in the urbanization curve study by Nelson of the Fort Worth COE. Flood hydrographs were developed ~or the lO0-yesr storm event. Planned use maps were obtained from the Cities o£ Coppell and Grapevine, and the Dro3ected land use in each subwatershed was measured and a weighted percentage o£ imperviousness was '- calculated for each subwatershed. This information was incorporated into the HEC-1 model. A review of the Tarrant County Soil Survey Report prepared by the Soil Conservation Service indicated that the soils over the watershed should be classified mostly as clay for modeling purposes. The precipitation values used for the lO0-year rainfall event were the same as those previously adopte~ by the COE from publications of the NW$, NOAh° commonly known .as HYDRO-95 and TP- 40. These were checked and found to be appropriate. Modeling Parameters The background analyses of the subwatershed resulted in the definition o~ the following parameters: Drainage Area Length of Watershed (L), Length to Centroid (LCA), Ad3usted T~me to Peak (TPR) and Weighted Percent Imperviousness (~!MP). The parameters are listed in the table below: Subwatershed No. 28-2 28-~ 28-4 28-5 ~-1 30-1 (BA) Sq. Miles 1.89 .97 .78 1.05 !.00 1.24 <L~ Miles 2.23 1.14 ~.~ 65 ~.~ 09 .60 _.~ 64 (~ ~A) Miles ~ ~ 68 ~8 '~ 6,? .... <TPR) Hours .47 .34 .41 .48 <~ZMP~ ~ 85.00 85.00 85.00 8!.00 .... The following percentages of imperviousness as given in the Soil Conservat,on Service Technical R~r+ ~D-~ w~r~ used ~n ca_cu_ate the weighted impervicusness f~r each ~ubwatershed as given in the table above: Description Units Per Acre Percent Single Family - Low Density 5 Units/Acre Multi-Family 16 Units/~cre 72 Commercial Variable 85 Community Facilities Variable 85 Parks Variable 4 Schools Variable -- Open Space Variable ! Industrial Variable 72 -- The rainfall loss rate (infiltration) for clay soils was taken as 0.7 inches initial loss and 0.02 inches per hour uniform loss rate. The corresponding values for sand are 0.90 and 0.10. Results The computed peak rates of flow are given in the table below. They are compared to the peak rates of runoff calculated for the FIS by the COE. A full input and output listing from the HEC-I computations is included in Appendix 15. Table of Peak Discharges Discharge Point Discharge - CFS Ultimate FIS- 28-2 5085 5100 -- 28-3 7795 6200 28-4 9152 5600 28-5 !I150 5700 * At comparable Locations The results reported above are higher than those of the F!S, which is to be expected. When urban development occurs, percentage increases in rates of runo££ are highest for the more frequent storms, such as the 5-year event, and diminish as the storm event becomes more severe and infrequent, such as the !O0- year and 500-year events. Fully urbanized watershed runoff peaks for the lO0-year event may approach those of the 500-year event of the undeveloped watershed. These results have been studied for ocnsistency with other findings in the area of the metroplex. C. Hvdrauiics This study is basically an analysis o£ a channelization and realignment of the natural stream through the pronect. The .. improved channel is to be earthen with a 75 feet bottom width and 4:1 side slopes. C.!. Model Configuration The HEC-2 computer program was used £or this study. The version used was a release dated November, 1976, updated May, 1984. The .... baseline model used for this study was provided by the Fort Worth District Corps o£ Engineers. The model was deve- loped as part of the Grapevine FIS. Improvements to Cottonwood Branch have occurred s~nce the Grapevine flood insurance study. These improvements were the sub3ect of a conditional FiS revision completed by Caffey and Morrison for the Freeport North Addition. 16 That project was completed as shown in that report. In order to provide a most recent existing condition model, cross sections and starting water surface elevation were obtained from the -- completed Freeport North Addition. Additional cross sections were included through the project to provide cross sections for comparison to key improved condition cross sections. The improved condition model represents the proposed configuration. The channel is to be realigned and widened to a 75 feet bottom width from the downstream end to cross section 25150. From 25150 the channel begins a transition to the natural condition. The transition allows the flood plain to gradually widen from the banks and for the £1ow to approach the natural - condition. C.2. Cross Sections Appendix 6 shows the existing conditions cross sections that were modeled in the study. The improved conditions cross sections are shown in Appendix 7. The improved cross sections maintained a " maximum slope of 4:1. Since the flow line o£ the channel was changed significantly, it would not be appropriate to compare cross sections and improved condition cross sections. Even - though they may have the same cross section number, they represent sectzons taken at different locations. This should not be a problem since the developer owns all the land containing the .... £!ood plain. C.3. Flood Delineations ..... At all cross sections, flood elevations and distances were measured from cross sections and the available topographic map. Appendix 9 shows the improved condition delineations. The delineations are shown in Appendix 8. C.4. Water Surface Profiles A quick~ook at Appendix 10, "Comparison Water Surface Prof~ 'es will demonstrate that base flood ~' ' _~e%a~ions throughout the project are lower than existing conditions, and they match - existing sections upstream and downstream of the project. However, as mentioned earlier, it is not possible to accurately compare existing and new cross sections since the channel has _ been moved. C.5. Manning's Coefficient -- The roughness coefficients for the existing conditions model are ~ ~ {c,r whe ~ke same -as those used bv the CorDs exc_D_ sections re recent improvements have taken place. These sections were -- modeled t~e same as shown in the Caffey and Morrison conditional r~vision study for Freeport North Addition. The values used in the improved conditions model were chosen according to the following: Cross Section N Value Justification 19640 - 19740 0.035 No change to existing 20000 - 25150 0.035* Excavated uniform earthen channel with grassy sides 25250 - 25450 0.050~ Natural stream with clean bottom and grassy sides 25550 - 26420 0.050 No change to existing - Reference: Ven Te Chow, "Open Channel Hydraulics" McGraw-Kill Book Company, Inc., New York, 1959 C.6. F!oodways and Encroachments A reduced floodway was developed for this study. Our aim was to remove a sufficient area from the flood plain and floodway to al!o~ for pro3ected development. The floodway was reduced to the top of the channel for the improved section with gradual ...... transition to match the current FiS. ~ 7 Structure~ The bridge at Bethel Road is the only structure potentially impacted by this pro3ect. This bridge has been included in this st,~,dy and was modeled exactly as the Corps model. This pro3ect w'_l! ~;ave no adver_~e effect on this structure. ,_- . .... '.DC;]. u. ~Y:an:~eL vel,~cities through the project in the existing condition range from 11.72 £ps to 4.01 fps. The improvements to the channel reduce the velocities at the downstream end o£ the · a. rc-ect from greater than Il fps to approximately 8.5 ~ps. The vale. city in the J. mproved condition remains fairly uniform through t.~e Dro3ect to cross section 25250. The velocity 3umps at this '-' ~'_'ro~s section as the channel returns to the existing condition. T¥~is section will require rip rao to offset the velocity increase. Upstream of this section the velocity drops to 6 fps. We inuestigated the soil conditions in this area by reviewing the SCS Soil Survey Report for Tarrant County (Appendix 19). The type of soil in this .area is Dr:o silty clay. The erosion factor i.s 0.92, indicating a fairly low erosion potential. The Corus .of Engineers Manual_ EM 1110-4- ~ 1601 , page ~6_ , ~_]~sts ~-he_ maximum vel.pcity for this soil as 8 fps. This is signi£icantly lower "' f-hen maximum existing condition velocities. The improved channel bottom and sides will be provided with high velocity artificial tur£ material to provide erosion protection in the event of a flood prior to the growth of a good grass cover. D. Final Comments This study shows that the improvements shown in this report will have no adverse impact on the Cottonwood Branch flood plain _._ over existing conditions. This flood study was based on conditions shown in this report. 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' ;~,. ..~..~,. ~]6, g. ~. ~.,u ..... ~ ....... ,.. ...... e ,, .g~ 74~.06 "' -~ ..... r-,r~: DEPTH ASSUMED ...... 5&O. 960. ~ ] 3 ~' .OO ~'~ ~' · . . q~JU, 7~n, %,-uANcrr, ~.jN~ ~-MNNv.Nb'"" ........... ~' '~ ~'~'.~ :"" "" 52~.'~~ 7q .i~ .07 q-'~ ~' · -~,~_.~..,~q~ 20. 20. 20. 5 0 0 .00 436.99 t~17.~ 24320.000 O0 t2.~7 =gg.2Z~, .00 .00 529.o~ =' .25 2.50 .M 520.?0 5000. ica0 !]0]. 187. I051. ....... ~4. 111. A2. 14. 52].80 ~.]- 5.57 i.~ ,.a ,~n .OF5 .000 5[~.~0 i167.M .O019AL 9Or. ~0. 700. 4 0 0 .00 32&.85 ,,,, 10.02 531.02 .00 .00 511.Z0 .18 i.&8 .01 e. 1&22. ~045. 8?&. 332. 579. Z&. 20. 523.00 tZ 2.~7 4.88 !.81 .O&O .050 .075 .000 52!.00 12i8.53 .00!.~39 9BO. ~[30. 880. 3 0 0 .00 513.26 iZ31.79 OL,2 OCH OROB ALOB AcH AROB VOL TWA LEFT/RIGHT VLOB VCH VROB XNL XNCH XNR WTN EL~IN SSTA ....... X~ ..... IDC ISONT COHAR ~bPW[[i EN[mST A~EA 27 300 PAGE ::. N. T;EFTH _W._,E: r~T~C ..... L{~ .... 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'..~. .' .;v. ~ ~J -~ ............. ~4: .~ -' ~,, rO~B X,,~ . .~ ~DLEN 8WC BWP 8ARE~ SS EL~HU ELCHB ~ ~ a~.~,~ .00 ]~0.00 .~0 520.50 520.50 EGL~C HI QWEiR OFR BARD TRAPEZOID ELLC AREA 53].45 .00 491&. 21B]. ]&0. ~&O. ~7 2.~9 4.g~ !.62 .0&0 .050 .075 .000 520.50 i183.Z9 ,cr~u,~ ~56~0 z luO. 4083. 1296. :74. ~ ~,o 285 930. ~lz. av 2.94 q.54 1.87 .O&O .050 .075 .OOO 522.~0 ~qFPWq '~qOOA 25920. Oa %t] 5.~]. 11 .00 .00 533.39 .26 .32 .04 528.20 ~ ,.,~.. 4 ..... Z73~. 125% 524. iOB. tz]. .~;. ,, ~1, . ',J, ~ · v,Jv oZ]. i (J ; 1 7:~..j.j 'l~,."d ~V "'4ANCot' ~:-:'r ~'-~"~:' q'~'Nc . .4~=,u,, ?NFF;[~ '-~'""'~'~, ....... '~'~ .J-~ ~'-~'"" ~3.2'} .c]~,?~]~._ .... .~L~n,., 2{a. TYr--' -"' ~./Y' '~' .~0 .~6 ~.~.b~'i; ........ l~V. S'~ 529.~0 ~c,,. r. ' ~-;:~ (.4~$. 14~ ,{~.~. :z~ qy, ~,' ~:r'N~] l,~..~'~A -z~,,: ~:.' "NAN: ['~ -m-CF T--~N ;~c )-~ .04 --.-- :-.c :,. "' ~'" "" ~ ~'? 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X._~H § C~{SEL VCH DEPTH TOPWID XLBEL RBEL {]CH CRIWS ~,a n 549 2~510.000 ..gO .~0,,.0,, 522.a0 ... !O.&O &&8.27 518.50 5i&.90 11&z.u4 .00 ~z,:~d.uvO u,Ou.uu 523.20 5.55 ll.40 740.0& 518.50 516.90 128!.42 .00 :~5~0.~00 .~, 5700.00 52].;0 5.]2 11.80 7~7.72 5i8.50 5~.90 .279.~8 .00 ..... ....... ~ ~.," .00 7DO.O0 "~,~.20~ 5.52 i2.40 80%22 519.50 51~.90 z~O~.% .00 ~47n a:,n %0.00 ~a an oo~ ..... 524.78 8.~i 10.28 194.0] 524.80 518.50 ]011.14 .00 5~uu.v~ 525.3i iO.M 10.81 322.0& 524.80 5i8.50 4027.31 525.31 ~ 23470.~00 %0.00 ,~a ~a , q ..... ~ 9 .... 9 ' ', . q35 ~.]q..O.:,O,, .50.0~ ~70~.00 bzS.6. !O.&3 ~I i9 ~81 O] 524.80 518.50 4255.92 , ,. ...... Ivy ........ , ~,,O.Ov o~a.~ 11. ,~ 445.65 524.80 5!8.50 4797.76 526.42 ~ .... ~u~ ,-,.~-., 3&O0.O0 c~,~,.,~ ''~ LgO JO.&2 295.19 ,~.80 5i8.50 2~14.07 .00 23470.000 zo.uO ~:Ov.Oo ~.27 y.9~ ~.~, 436.99 524.50 51B.50 3439.43 .00 2~ .~0.~00 20.00 52L5~ 8.!1 'q ' ~,-O~.uU ~,.0~ aS~.~ 52a.~0 518.50 ~.~5 .00 z].., O.O00 20.~0 ..... 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'~4~n ,,D~'~' ~g'~ `~ ~'nna nn 52~ ~= 5.~7' 12.~7 326.~5 520.90 523.80 1303.2Z .gO ~ L,,u. w.~ =~.v · ~,~ 5&O0.O0 529.59 .;. 81 12.99 348.81 520.90 523.80 1401.70 .OO 2~320.000 85C.00 ZiO0.O0 530 ]& ~.z_ ls.,6 395.99 520.90 523.80 i~21.24 .00 ,.r. ~.,, ~,an.O0 5~0.04 4.&6 9.04 45i .4& 523.50 523.00 13&5.67 .00 z]%~.O,,O i.a~-.uv 5000.00 o~!.02 4.08 ~.02 513.26 52~.50 52~.00 i~22.09 .00 :~. .................. s~uv.O0 .... 4-.98 ,~..8 5~3.% 523.50 525.00 1725.37 .00 :..':s, .,~uU ..,.u~ ~v.~u ..... n 0 /4 4.:~ ,., ~ 466.10 523.50 52~.00 l&~Z.lO .00 , .:,;.v'_.', .,J, ~u~ ........... 4.~.) ~0.~8 522.28 523.50 523.00 1941.50 ............. ;,.;v.C~- ]~uO.,:O s~i ~ ' '~ 11.03 - · - .... ....... ~.~/ 542.80 ~z~.oO 52~.00 2060.44 .~v" ...............'-' ' -': .-.,v.v., .'ioO.O0 ~.~2 ,,,,:' ~'~ ~'.82~, ~8~.80 52L50 523.00 2]25.7] ......... ~25.,~0 ~Zz~ .Oo .: ~.:,._ -; . .~ ., ,; ~OJ?) =ann;.,,,v.,,,n,~ .;-~, ,~7 j./~ i! a/ 567.12 b2~.bg ~" ~''' ~;"~';~ "q~ 70.:)0 ~:0~ ar ~ ~,. ~ o; 11 7a :5~0.60 523.50 523,00 i856,3~ .00 ")lJ7/~ ~-,9,4~ PAGE i9 SECNO XLCH D CW.E~ VCH BEPTH TOPWID XLBEL RBEL OCH ~o~,~.,,,0 50.00 3600.00 531.22 ].~2 9.32 525.26 526.60 ¢ - '~ n~o ~, ~2b.o~ ....... O0 25620.000 50.00 5000.00 532.01 4.00 9.!1 569.51 526.&0 525.60 i023.2a .00 25620.000 50.00 5&O0.O0 532.29 4.1Z 9.39 583.0Z 526.60 525.60 1103.54 .00 2,&zO.v~v SO,O0 7100.00 532.89 4.54 9.99 ~3.25 526.60 525.60 iz96.05 .00 ~,~.~,~ 200.00 3&O0.O0 531.44 7.?a. 327.9i ..... ~z~.~g 15ii.56 25820.000 200.00 5000.00 532.24 4.44 8.5q 343.97 528.20 u~u.~,~q~ ~' 2075.04 .00 25870,00~ 200.00 ~^ ,n ~28 ~,~,.~ 532.51 4.&9 8.81 3~8.3~ _..20 528.20 z26¥./v .00 ~O.O.J 71hA nn c77 '1 5.23 9.43 358.51 528.20 .... -.- * 26020.000 20g.O0 5500.00 531.80 Ii.49 6.90 185.56 ~29.&0 529.B0 o~14.B~ ...... ~ 533.20 Zi.&7 ~.30 284.35 529.60 529.80 6426.46 533.20 ...... n 53t ' ~- ,_o~zO..;~;O '20.00 4050.00 .8~ 8.a2 s.~2 186.49 ¢~.60~, 529.80 o~o~.~4" .00 ...... ~ '~ Off 5500.00 "~ ~ zo,~zv.;u~ zu. , aCz.~c 8.68 ~.08 271.56 529.60 529.80 4636.28 .00 ~*,~v.~uO ~O.DO~ 6200.90 ~,¢~.~,¢c=~ ,¢8.73 3.55 288.48 529.60 52?.80 4,/~.3,¢=~ ' 26020.~60 20 ~n 7800 ~n ..... .~ .u~ 534.19 ~.2§ ~.29 529.~0 529.80 ~ou.~, 5ZZZ.50 .00 :~-~,.~;~m 4g!~ ,,,~.~,.uv ~.,3.,~ 6.23 7.28 L:Z.O/ b J4.80 538.:0 4050.00 ~:~.~ ~t;O ~n .00 ~Da.~a 8.2~ ~:8.a~ 534.00 538 1~ ......... ~., . 5500.00 .00 2~4~0 800 400,00 "~.00 534.79 7.73 8.59 i20.42 534.B0 .... o~Uv 538.10 6200.00 .:JO 2~20.000 ~00.00 7800.00 535.a8 8.Z9 9.28 ~40.8& 53~.80 538.10 Z791.35 .00 ~2,~7.':~: ::.19:41 PAGE 20 e.,.~v ~r ~.c.~.oc AN[.' SFEC!AL NOTE~ CA!]T[~N =?,,n-.~.;:,u_ :.Z~,?C.O0:', .r-'~F~LF:.~. ~ "z "~R,T.I.A._ `? ? -' ' ~,~C'F`~',H ~b~;i~F ~A;:T'r'j~~-r' n n~ ~. ,-~ n r,~rllTtj¢'.. ~ crc ...... - .L.Nu: ~4~C.vOu -~ ..... - z ~iNI-:qU~ .~H:[:;:~ ENERGY .............. ~- .~UFt'r-~.- .] uMT~U:.I_ ucP.H LA~:~'~ --s~:;: 2~470.200 -:RO~kE= ] m[NI~U~ ~F~Cz,~ ENERGY ,-A.m:* ' '~- 2~N[~: ~'~":': -':n-', --:r, . --: - ~vr':~,.,m, Ir ' ':~U']:N :sr'Nn: ~u~u..AJ,, .......... ' ........... ~I:~U~" ~,, , c .r~.,ri[ oP:~,.. ENERGY - -----~ ;- ~:_.r .L[ :- .... - ..... - z:,~-~..;.~.u~, ~DF'ZL~= 3 b:,,T,U..L DEPTH EXISTTN~ CONDTTTONS '- HEC2 MODEL THIS RUN EXECUTED 12/16/85 '.65!2547 ~EC2 ~ ~T~ ~ 76 U~T~ ~Y 1~ ~DI~I~TI~ - ~ 51~ 52~ ~, 5Wv 55~ ~ I~-XT VE~SI~ T1 BR~VI~ F~S. 10 YR. FREQUENCY FLeD CO~D BR. EXiSTiNG Jl I~EC~ !~ NI~ i~I~ STRT ~TRIC HViNS Q WSEL FQ -I. ~. O. O. .0~)000 . O0 -:. m) O. ~8. 070 . ~ ~ NP~ IPLDT P~VS X~CV ~SECH F)~ ~LL~ IBW CHNIM ITRACE !. ~0 .000 -1. ~ . ~ .000 . 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O~ , '--"~ ,000 .000 F' 588.400 933.000 588.000 1000.060 518.000 ! 105.000 51%000 1!16.000 :,c nnO !880.000 ~ 510.000 1888.0~- 506. 100 1291,000 508. (~X~ 1300.000 510. ')00 !31!,000 5!8.000 t ]E4. 000 GR 514.000 1403,000 517.000 !439,000 580.000 1~66. 000 58~. 000 1495. C~0 .~0 , JO0 81750.000 18, 000 1068.000 11gS, 000 650. ~ 650. ~0 900. ~ .000 . '~0 .000 · "' ,..')00 !062.00(-." ;,.~ . = ~ .... 8.000 516.,~00 iO~G. C'O0 8,, 583.600 998.000 581.800 1000.000 .A6, .OO 5 ! 6.6E.¢--~1100,;~0 51-"'. !00 :.10P.000 6R 518.800 1068. [EX) 513.900 1088.000 5!4,~0 1093.000 ' j2s.~ n~l,- {~ 5!2.000. 1!18.000 510.300 !183.000. 514.200 ! t37.0~-- 514.900 t t98.000 5!5. ,~)0 ( 518.800 !337.0(~ 583, -50(~ !420,000 583.800 1~85.000 , '}¢YJ ,000 . '-.~0 ,000 88510.000 8L 00O !755.000 1779. 000 800. 000 'mn ¢,qn 700, .',00 . ,..~0 , (00 .000 .......... 1400. i 53~., ~¢)0. I000. tX)O. 528.3(10 ! 100.000 58~,. 500 ~ P;~O r)f~O 522_. 800 J 30¢) bOa 58~.. ~16 "06 172-6. -'-:~) .,.6. 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O0n ~_~00. :)00 . ?00 , ,:,,.',0 · ,X..': .000 . ..)00 lL 23~'70" (03 ,0,30 ,000 ,0o¢~ ~_,). 000 ..... )00 :,n ,.',,.'.'~'; · %:0 . -:'00 , ..-'-,-¢/¢ '' ' . Cj, 5. (~) 3600. 000 50~>J.'X"O 5600, 000 7!00,000 ~' ='' nO,'~ '- '~ ,m(') '~"~'~ ')00 · - ,4~=. no~; I ~50.000 g(JO ,mO 7(,0, ,~:'0 .~31.... ....· .- - ' S'" 53~. 7¢~J !000.6£") 534. 700 1061. ~>) 532_. 400 t 100, 00f) 527, ~J6 ?00, O.'-X' %~6. :,W? :n '~ ,.-,c,', --~ 300 ~ 38; nO0 58n..qo0 ~47-7.000 5!6. 800 :'3~3.000 5:6, E. O0 :~,~, 00( 6 585. S00 1316. ~¢.~ -'--' ' "'" ' ' ~;' qO<" 1600. r,,-,n 57.': ¢-'"'" ::08. O:.'Q Gi~ 523.600 1450.000 5~. ~0 : 4'30.0(>) 589. 300 :500. ,.~0 ~ ..... ' ........... 000 ,000 , (.00 . ',){ii:; , .':'? ? · ':C 0 , -:'.,?i.'., 5,~*. ~-' ........ ×~ 25!50.000 !3. O~Y'~ 979.000 :0~,8.~X)0 580.000 580..~;,3 E, OO.'X"? .,)0( .,)00 ."-"':":' '3~..53~. ~JO 88% ~>X~ 530.000 985. ~ 587, ¢.kqO 9~,6. O0 ) 526. :'00 97-q., '.'?70 5_~--'',. '7-.00 790. 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(K~] 13.000 1480.0(,0 !514. 000 50.000 50.00(~ 50.000 .000 ·000 .000 3{~ __ 548. 200 1000. 000 538. 2'>} !: 00. 000 531. 800 ! 80.0.00!} 527. 600 ! 300. 000 586, 400 1400, 000 SR 586. 600 !480.0~ 588. gOo !497.000 585.600 151~. 000 589. 300 160(;. 000 530. 100 1700. :.R 533.0'>) !800. 000 535. 200 I~}0.0t~ 537. ~0 20,3'3.000 .000 ,000 ,1300 . ~ ! "5680.0¢~ !?. 0.! 980.0(~0 !024.0(i0 5(.:. 000 50. ;X)O 5(:. 0C,0 000 . ~:80 .000 GR 5~. 700 695. 000 586. !00 785. 000 525.930 830. 000 525.50') 880.00.0 584. ?00 930. GR 584.00(, 980. 000 522. 500 987, .000 520. ~0 !000.000 521, goO !012. 000 584. 100 !024,000 · r,R --. 523.7.00 !045. (~3 522. 8130 !072. 000 527. 000 i ! 30. 000 589. ~',0 1160. 000 529. ~0 1205. 300 8R 533.80(! 12~. 000 534. ~J(~ .~ !240. ~0 . '.3(~ . O£E~ . O(E) ,000 ,000 . X i 85820. ¢~0 ! !. 000 ! 451}. ~.lO 15 ! 4. C~>C., ! 51}. 000 !50. OJO ! 50.000 C<,0 . -'.':<~0 .00C GR 548.800 ! 00'3.000 538.8(K~ ! 100. ~>.'X) 53:. 800 !200.0~'×! 527.600 130(!. O0 :, 526· ~00 ! ~i0(,. :00 Sq. 535. ~ 1540.000 .000 . .000. . (~ . .e~)O .0(~ 000 . CK,(' .0(< ? 5. 000 a050.000 5500.000 6200. !.~}0 7800. 000 7795. 000 .000 . )00 .900 . ,::r.,: (1 -~608(.). [~} ! I. 000 1320. ~X,~.O 1395.000 ! 50.000 ! 50.000 ! 50.0-00 000 ,000 . ]~ _ 541. 600 !00(. 000 538.1,)0 ! :(~), 000 533. !00 ! !40.00') 538.400 t:='00.000 530. :;),) '. 300, 0(!,' 'iR 589.6c~ i~8(..~ 000 584. goo ~ ': ...... ........ d.5. ~ 524. gOo ! 380..000 529. 800 ! ~95.0(0 533. ~X~ ~ ~. GR 53~. 700 ! ~36.00X~ .000 .00} .000 . -'.~0 .000 ~))'i, , C~)¢ . (','<- X i 5080. ~0 .000 .000 ,000 2'3.000 20.000 20.00(~ ,100 .000 , :)00 NC .0~ .035 .031) .000 .000 . C,00 .000 . 'X~(! 0 )0 .0(<' X! -~4480.0.00 8. 000 ! !~. 000 !'~2~,. 000 400. 000 400. 000 ~(~. ':~×~ . :'00 .000 , ':'00 ]{~ 586. 400 189 !. 000 538. ! 00 132~. 000 54 i. 000 1372....nO0 · 000 .000 .000 ,000 16:12:39 ~ 4 SECN(] DEPTH CW~L CRI~ ~1( EG ~ HL [fi_DSS BANI( ELEV 0 QLDB Q[}I QRDB ALDB ACH ARDB VOL TWA LE~/RIGHT TIME ULOB VCH VROB XNL XNCH XNR WTN E!..I~IN SSTA ~DPE XLDBL XL~ XLOI)R ITRIAL IDC ICONT CORAR TOPWID EN~T ~PROF 1 ~jHV= .100 CE)iV= .300 *SECNO 19640.0(}0 --9640.00 5.07 508.07 .00 508.07 508.93 .86 .00 .00 5!2.40 3600. O. 3600. O. O. 483. O. O. 0. 5! 2.40 .00 .00 7.46 .00 .060 .035 .060 .00(.) 503.00 !017.50 .004644 O. 0. O. 0 0 0 .00 1!5. ~5 1138.96 *SEO~O 19740. tX)(} ~01 HV r_,HANC--ED !'E)RE THAil HVINS -~i8,5 20 TRIALS ATTEMPTED WSEL, CWSEL 93 P~BABLE MINIMUM SPECIFIC ENERGY 378~) CRITICAL DEP'H ~S~ED _19740.00. 5.7! 509.3! 509.3! .~3 511.33 2.0! .70 .34 515.00 36~. O. 3600. O. O. ~16. O. i. O. 5!5.00 .00 .00 !1.38 .~) .060 .035 .(~0 .000 503.60 125~.57 .011568. 100. I~. !00. 20 8 0 .(K) 78.~ !33~.~5 *SE~O ~85 20 TRIALS ATTE)PTED WSEL. C~B, 93 ~ROBABLE ~!Ni~ SPECIFIC ENEMY J/80 CRiTiCAL DEPT~ ASSU~D _..20[~).~) 8.60 512.5~ 5!2.50 ,00 5!4.~ !.88 i.~! .01 516,70 3600. O. 3600. 0. O. ~7. O. 2. 0. 5iE.-?O ,00 .00 !0.99 .0© .(.60 .(~0 .075 .(XK, 5)3.'B0, i~36.(~ .025669 85. 85. 85. 80 !~ 0 .0(. 90.69 ~526.?~ *SE~NO ~500.000 ?J85 ~INIMU~ SPECIFIC ENERGY 780 CRITICAL DEPTH AGSLJMED 8JS~J. 00 10.28 515.88 515.~B .00 517.33 I.~5 Z.36 .':~ 5:~m8© .0! 2.~ 10.63 2.~ .0~ .050 .075 .~0 505.6( 1312.99 - ~CNO ~PTH CWSE1. CRIWS WSE]_K EG HV ~L OLdS ~ EI. FV Q QLOB Qi~H QROB ALOB ACH A~B VOL ~ LE~/~.IGH? TI~ VLOB VCH V~B X~ XNCH XNR W~ ELMIN SST~ ~D~ XLO~ XL~ XLOBR ITRII11. I~ !L'I]~IT ~RAR TOP'ID EN~T *~?J~] 2100~.000 i .1HV CHANGED ~RE TI~N HVINS ~000.00 12.~ 518.67 .~ .~ 518.~ .16 1.37 .13 5!5.00 ~. 7~. 1672. 11~. 456. 392. 57~. 14. 4, 512.00 .~ 1.~ 4.27 2.~ .~0 .~] .075 .~ ~6.10 1087,48 ,~1250 5~, ~, 4~, 4 0 0 ,~3 ~6,52 1454.01 ~EC~O 21750.000 '~750.~ 9.41 519.71 .00 .~ 519.85 .14 !.02 .~ 518.2~ 3 q ~A . . 3600. 23!. ~4.4. 875. !36. 738. 506. 38 ..... 5!~.90 .!3 1.70 3.38 !.73 .[~ ,050 .075 ,0(~ ~' . ..~!3!1 650. 9{K). 650. 3 0 0 .~ 3~!.3! 1353.21 *SECNO ~510. 3 ! HV ~ANGE33 ~ORE THP~I HV!NS '~-~°510·00 9·46 52!.26 .00 .(~ 521.95 .70 1.9~ ,!? 5!8.50 3600. 877. 167~. !Oa9. 2!5. !84. 374, 57. 17, 5i6.~0 .!7 4.(~ 9. iO 2.80 .060 ,050 .075 .,)(~ 5!!.80 !5~).2v .~7721 8~>). 700. 780. ] 0 0 .00 39~.50 !984.78 *SECNO 23470,000 =~70,00 !!.1~ 525,64 ,£~0 .(~) 526,2! ,57 4,24 ,Of 52~,80 ~00. 238. 27!0. 653. !50. 398. 238. :B. .2!, 5:8.:0 *SECNO 23470..300 470. O0 Il, 28 525.78 , (E' , (~ 526. ~ .52 .08 . Ol 524.90 35~). 277. 26~. 668. !70, 405. 259. 69. 2!. 5!~.50 .20 1.63 6.56 2.58 .060 050 075 c~'~ 5l~.$,) '~? ~' -C)03768 20. ~. 20. ! 0 0 .00 392.99 1580.80 *SEC'NO 24~0. ~20, O0 !!, ~ 528, ~ , O0 · ~) 528· 47 ,2! 2, !5 .03 520,'-=.0 3600, 2427, !0~, 105, 803, 2! !, 74, 87, 28, 52~. 60 .27 3, 02 5.07 I. 43 . (~0 .050 .075 ,000 ~!~. 60 ! ! 9E. :]2 ~'~lBlO 900. 850. 7{>). 3 0 0 . '.}(- 29!. O'. !~8]. -~Chl(] ~P~ CWgEL CRIWS WSE]_K E~ HV HL ~OSS B~K ELEV ~OB ~ Q~B ~OB ~H AROB ~ ~ ~E~T/RI~T TI~ Vi. OB VCH V~B XNL XNO~ XNR W~ E~IN SSTA ~D~ XLOI~. XL~ XLOBR ITRI~ I~ ICONT ~R TO. ID EN~T *SF~CNO 25150. O00 ~50,00 10,84 529,54 ,00 ,00 529,73 ,!9 !.~ ,00 526,00 3600, 257. 1979. !364, 123, 449, 6°-K), 105, 32. 525, t0 ,33 2,~ 4,41 1,98- ,-'J60 .050 ,075 ,0~ 518,70 928,25 .... ~1930 580, 800, 580, 2 0 0 ,00 345,92 !274,17 *~.'NO 25850,0(~ 50,0~ 1!,74 529,74 ,00 ,00 529,88 .!4 .!4 ,0! 524,~3 3600. 85. !661. 185~, 53, 403. 1!5!, !08, 33, 524,00 .34 1,61 4,12 1,61 .060 ,050 ,015 .000 518,(~ 952.~ -"~1083 100, !00. i00. 1 0 0 ,00 393.~ 1345.55 *~-~ 25450.000 ~50,00 9,20 530,00 .00 .00 530,!! ,ii .23 .00 525,00 ~.j. 116, 35. 526,~o 3830. 9Y9, 1869. 792. 557, 542, .... 36 1.69 3,~5 !.3a .,360 .050 .075 .000 ~0.80 9~).07 o 0 0 ,00 498.88 1488.95 }01044 2'30, 225, 200. J"..--~] 25550,0~ ~.-5~,00 9.51 530,0! ,c~ ,[~{ 530,19 .18 ,OS ,02 523,50 ~00, !3~, !695, 53!. 6~8. 380. 357. !!7. 36. 523.00 ,36 2.12 4, i6 1.49 ,~0 ,050 ,075 ,000 520,50 1248.~ )01325 50. ~). 50. 8 0 0 .00 447.3~ !689. g6 E _CIAL BRIDGE c-- X~ ~KO~ COFQ R[~EN BWC BWP BA~A SS ELC~U ELSqD h 25 ..~ '-~ ~ 2 . .~.~ . c),).. 43. !>) _.~ 0(~. 360, ~ ' ® 530' 50 = ' .... ~mm ~.~0 25580.000 [SSURE AND WEIR P~OW -~PRS EGLWC ~ QWEiR OPR BA~A T~PEZOID ELLC EL~QD AREA 531,80 53!,42 ,03 668. 2926, 360, 360, 529,50 530. i0 25580,00 !0,60 531,10 ,00 ,...'Fj 53!,19 ,09 1,00 ,00 523,50 _.. 3600, 1504, 14!5, 68!, 894. ~24. 597, 1!9, 36, 523.'?0 ,37 !,68 3.34 1,14 ,060 ,050 ,075 ,000 580,~3 i2!6,68 ,~,.-~q643 30, 30, 30. 2 0 ] ,00 5!7.78 !734,~E SECNO DEPTH CWSEL CRiW$ WSEU4 EG ~ HL OLDSS BANk ELEV 0 QLDB 0(34 OROB ALDB ACH AROB VOL TWA LE~/RIBHT .... TI~ VLOB V~ VROB X~ XNCH XNR W~ ELMIN ~TA SLOPE XLDBL XLCH XLOBR ITRI~ IDC iCONT ~RAR TDPWII) ENI)ST · ~ECNO 85620, ~ _>°5F~2.0. O0 8.24 531.14 ,00 i ~ ~i. ~4 l I0 , ~ · ~ 5~. ~ 3600. 8061. 84!. 698. 9~. 226. 490. 121. 37, S25, 60 .37 2.~ 3.72 1.43 .060 .050 .075 .000 582.90 12!5.65 .001286 50. 50. ~, ! 0 0 .00 520.31 1735,% *BECND ~680,000 ~-J680.~) 11.03 531.23 ,~3 .00 531.27 ,94 ,03 ,0! 584,00 3600. 1706. 885. tO09. 1286, 405. 917. 123. 37. 584,10 .38 1.33 2.!8 1.10 .060 .050 .075 .000 580.20 736.88 .000285 50. 50. 50. 2 0 0 .~3 479.43 !216.31 ~ECNO 85820, m.'K)O ~25880, 00 7, 53 531, 23 . 6~) . O0 531. 39 . 16 . ~ . 04 588. 80 3600. !849. 1645. !05. 776. 403° 64. !30. 39. 588, 20 .40 2.38 ~.09 !.64 .060 .050 .075 .(~..q 523.70 1213. E,1 · 001669 150. !5,0. !50. 2 0 0 . 00 ~2.75 1536.36 *SECNO ~020.000 ~01HV CHANSED ~RE THAN HViNS 2~80.00 5.75 530.65 530.'_-4 .~3 532.53 !.89 .52 .52 ~89.60 4050. 55. 39~). 5. 23. 360. 3. !33. 39. 529.80 .40 2.42 I!. !0 !.49 .~0 .~0 .075 .000 524.90 1275.9! · 01~08 156). i~). 150. 6 !~ 0 .t~- I~,, ~5 !~0~, 16 *SECNO 330! HU CHANGE~ )ORE THAN HVINS 26¢~0. LX' ~.9! 531,81 .00 ,~ 532.~ 1.03 .22 .09 529.60 · 0,. 446. !7. ';~ 40. 529.80 4050. 857. 3763. ~. ~' ~ ..... .~0 8.50 8.43 !.73 .06~ .050 .075 .007668 80. 20. 20. 5 0 0 .~) !86. SECNO ~PTH CWSE-L CR!WS WSELK EG HV HL OLdS BANK ELEV Q QLOB QCH QROB ALOB ~ AROB VOL ~ L~T/RI~T TI~ ~.OB VCH VROB XNL XN~H XNR WTN ELMIN SSTA - SI_O~ XLOBL XL~ XLDBR ITRI~ IBC !CONT ~R TOPW!D ~DST -,~CNI] ~420,000 ~6~20,00 7.27 533.47 .00 .00 5~.~ ,60 !.19 .~ 534.~ 4050. O. ~050. O. O. 649. O. 138. 41. 538,!0 · 42 .00 6,24 .00 ,0~ .030 .035 .06~) ~6.~ 1198.41 · 00!574 400. 400. 400. 3 0 0 .00 1!2.~ 1310.96 '!16/85 !6:12:39 PA~E 9 THIS RUN EXECUTED !2/16/85 16:!8:35 ~E~. RELEP, SE ~TEI) NOV 76 UP'TED I~Y 1984 ERROR gORR - iBM-PC-XT VERSION 6~PEVINE FiB T2 50 YR. ~ENCY ~ COTTONWOOD BRAN~ Jl !~£CK !~O NI~ iD!R STRT ~TRiC HV!~ Q WSEL FO O. 3. O. O, .0000¢~ ,0~ -!.0 O. 509.230 ,000 J2 NPROF !~-OT PRFVS XSECV XSEC~ ~ ALL~C iBW CH~!~ !TRACE 2. r~O .0~ -!.C~O .000 .000 .000 .000 ..)00 .000 .O00 1~116/85 16:12:39 ~AGE SECNO DEPTH CW~L CRiWS ~ELK EG ~ HL DLOSS BANK ELEV Q QLOB Q(:]4 QR1]B Pi. OB ACH AROB VOL TWA L~T/RI~T TI~ Vt. DB VO-J VRDB XNL XNCH XNR W~ ELMIN SSTA SLOPE XLDB_ I(L~ XLOBR ITRIAt. IDE IC~T CDR, qR TDPW!D ENDST mORDF 2 ~HV=- ,!00 ~= ,3¢~ JSECNO 19640.000 19640,00 6,23 5£0,23 ,00 509,23 5!0,27 !,04 ,00 ,00 512,40 5100. O. 5100. O. O. 622. O. O. O. 512.40 ,00 ,00 8,20 ,00 ,~0 ,035 ,~0 ,~YJ 503,00 1012,81 -- .004446 O. O. O. 0 0 0 .(~ 124.7! !!37.52 ..JSECNO 19740,000 J301HV C~NGED ~RE ~AN HV!NS --~ ~) TRIPt. S ATTEMPTED W~UEL, CWS~_ 693 PRDBABLE ~INi~U~ SPECIFIC ENERGY 378(.) CRITICAL DEPTH ~SSUMED · --19740,® 6,96 510,~ 510,56 .~×~ 5!2,79 2,23 .67 .36 5!5. C~ 5!()0, O, 5100, O. O. ~26, O. !, O. 5!5,00 .00 .00 1!.98 .(K) .(~0 ,035 .060 .000 503.~J 1248.65 ,011236 !00. lOg. !(~, ~' 8 ;' .00 %.~ 1344,90 *SECNO ~,:×~0.000 -'685 20 rRI~S ATTEMPTED WSEL, CWSEL ~93 PROBAblE mINI~M SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 2,r,~}0.00 q ~! 513.6! 51~.6~ .~) ~'~ ~ 2.~ ~ 36 .6)1 5~.n~ 5!0~). 0. 5!00. 0. 0. ~37. 0. 2. 0. ,00 .(~ 1!.67 .00 .0~. .C50 .075 .000 503, ~) 1430.73 .024554 85. 85. 85. 20 la 0 .00 10%28 !537.97 *SECNO ~500. ~301 HV CH~GED ~RE THAN HViNS 7!85 M!N!~ SPEC?".C ~E~Y 3720 C.~!T'.CAL DE~T~ 20500,00 !~,t6 5!6.76 516,~6 ,~ 5!8,~ !,5~ 2.~4 .,:~ 512.80 5!00. 488. 3588. in2~. ' 3~. ~rm 276. ~. , s,; -'-,' .01 3.64 ! .0!08!0 lsO. !50. ~AGE 11 ~/iG05 16:1~:39 SE 40 ~PTH CWSEI_ CRIWS WSELK ES HV HL OLOSS B~K EI.EV 9 QLOB QCH QROB P4.OB ~CH ~ROB VOL TWA LEFT/RIGHT T'~_ VLOB VCH V~B XNL XNCH XNR Wll~ ELMIN ~T~ S r~E XLDBL XLCH XLOBR ITRIPL I~ ICON!', ~R TD~ID E~T ~£ 21O00,®O 30! ~ CHP/48EI) ~RE TH~qN HVI~ 21( 1.00 !3.59 519,69 .00 ,00 519,87 ,!9 1,44 ,13 515,~ 5100, !370, 2~5, 1~5, 667, 437, 718, 18, 5, 5!2,00 -- .05 ~.06 ~.73 2.34 ..t~) .LSO .075 .0(~ 506.10 1060,66 ., i388 550. 500. 450. 4 0 0 .OO ~)L54 1463.~) *SE--'] 2!750.000 21 .0,[~ 10,45 520.~ .0) .,..'X) 520.98 ,!7 !,05 ,00 518.~) 5[00, 405, 3343, !358, 197, 873, 6?7, 49, !1, 5!4,90 -- ,18 2,~ 3,83 2. t~J .t~0 ,050. .075 ,~0 510,30 !005,97 !346 650. 900, 6~, 3 0 0 ,0) 365,~ 137!.53 ~510, t~)O f..O,[Q !0.52 522.32 .[Q ,00 582,..'-5 .~ 1.75 .08 518.~) 5100, !643, 1692. !765, 5~. 2!0. G!!. 76. 20, 516,90 .16 LO5 8.07 2.89 .c,87 ,050 .075 .,Xo 5~,80 !3~.~1 )509D 600. 700. 780. 3 0 0 .O,'J G55.~4 2007.~ qO 23470. (~'J¢.,' ',.2 52~. AO 2J~.70, O) ! i, ~ 5~. 95 . O0 . O0 526. 88 .83 ~. 0! . 5100. 518. .358~. !'>)~. 815. ~i. 3!4. 92, .19 '2.~ 8.58 ~.!9 .0~ .~ .075 .000 5!4. D) I18~.B3 ..06041 560, ~0. ~00. ,. ,~ ..- r~ .. .... . O0 · : :NO :':~70. }00 23470. -'?') : !. 8~ 526. ~4 . (K~ . t~ 587....nO .66 .: ! .02 5----". =~ ..v, 632. ~.~a~ '.073, 265, 437. 378, 9E. o', q' ~ · :)0~.7~ ?% 20. 20. ~ 0 0 , O0 ~4t. _"-~i 162c-.'.= gE. ~. CNO '24~20.000 ... 52r~ Bj 243~rj. ~'~ !2.65 589.~ .(~ .00 '529.~3 o= 2.46 .0~ ..... - 5000. 3508. 1306. !87. 1047. 234. IL'.% !16. 34, 523,~0 .26 3.35 5.59 !.69 .060 .050 .075 .000 5!6.60 !16~,97 .00!92! 900. 850. 700. 3 0 0 .00 325. LE t495.1~ 12/!6/85 16:12:39 ~AGE 12 SEC'NO DEPTH CWSEL CRIWS WSELH EG ~ HL DLDSS Bi,NH ELEU Q MOB (]DJ QRi]B ALOB ~H AROB VOL MA L~.'FI'/R!GHmT TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SST~ tOPE XLDE XLCH XLOBR ITRIPi. IDC !CDNI' CD~R TO,ID ENDST *SECNO ~150.000 25150.0{) 11.85 530.55 .00 .00 530.76 .22 1.~ .~ 526.® 5000. 4~. 2476. 2088. 177. 518. 930. !38. 39. 525.!0 .31 2.46 4.78 2.~ .060 .050 .075 .000 518·70 919.90 '-' .00!875 580. 800. 580. 2 0 0 .00 382.~ 1302.~ ..._*SECNO ~50.000 25250.~ 12.75 5~.75 .~ .~ 530.9! .16 .14 .01 524.00 5000. !54. 2031. 2814. 8G. 4~9. 1488. 142. 40. 524.00 · -~ 1.80 t.53 1.89 .'O(~Om .~ .075 .O(K) 518. L~ 912.30 · 001135 100. 100. 100. ~ 0 0 .00 42~'72 1372.02 ~SECND 25450.000 25450.00 !0.22 531.02 .00 .~ 53!.14 .~2 .22 .00 525.~} 5000. !487. 2266. 1247. 779. 623. 814. !53. 42. 526.90 .34 !.91 3.64 1.53 .~0 .6~0 .075 .~0 520.~ 97~.65 .iX'm)966 200. 225. 200. 2 0 0 . O0 525.5~ ~500.20 ..... 3E~O 25~0.000 25b"50.(~ !0.53 531.03 .~, .~ 53!.2! .!8 .06 .02 523.50 50~). 208!. !987. 933. 877. 42!, 581. !55. 43. .... 34 2.37 ~.72 !.61 .C~9 .050 .075 .C~JO ~0.50 !2!8.33 .C~112% 50. 50. 50. 2 0 0 .00 5!~.7~ 1732.07 oECi~_ B~!DGE XK ~KO? COFO ~DLEN BWC BWP BA~A SS ELCHU ELCHD !.25 !.!5 2.80 .00 43,00 3.00 360.00 .00 520.50 5~::.50 ~SECNO ~0.0¢~ ~E~SURE AND ~EIR ~L~ :6oRS £SL~Z H3 Q(~EiR QP~ BAREA T~PEZDIO ELLC ELT~D AREA 534.47 531.24 .03 23!7. ~83. 360. 360. 529.50 530.40 25580.(~ 11.4! 53!.9! .gO .¢Q 532.02 .i! .81 .00 523.~C' 5000. 2!76. !739. 1085. 1,)95. 456. 903. !56. 43. 523.}0 · 35 !.99 3.81 !.35 .060 .~0 .075 .{K)O ~0.50 1198.25 .000759 30. 30. 30. 2 n ~ .00 56~,!~ !762.46 --SECNO DEPTH C~SEL CR!~ WSELK ES HV HL OLOSS ~ EL~ Q []LOB QCH QROB ALOB ACH AROB VOL ~A LEFT/RIGHT TIME VLOB VCH V~B XNL XNCH XNR WTN ELMIN 5'STA .... St_OPE XLOE XL~ XLOBR ITRI~ IDC ICOl;q' ~R TOPWID E~T CCHV= .100 CEHV= .30O ECNO L;567.0. 000 5680.00 9..~ 53!.% .00 .00 538.07 .12 .05 .00 526.60 50~0. 2863. 1031. 1!0~. 1160. 254. 683. !59. 44. 585,60 .35 2.47 4.07 !.62 .060 .050 .075 .000 522.90 1!97.46 I}0!314 50. 50. 50. 0 0 0 .00 5~6.76 1764.22 -"CNO 25680.0,90 _5680.00. 11. ~ 538. O~ . O0 . ~J 532. ! ! .05 .03 . O! 52i. 00 5C~). 2416. i 154, 1430. 1490. 442. 1078. 162. 45. 524.10 .~ '.,62 2.61 1.33 ,060 .050 .075 .(~. ~0. ~.~ 7~9.14 ,000364 50, 50. 50, 2 0 0 , O0 ~93, 69 !222, 83 ECNO 85880.000 cJS~O. O0. 8.35 5~.05 ,00. ,~ 532.26 .21 .10 ,i~ 528.20 _ 5000. 2723. 2!!1. 166. 979. 456. 83. 170. 46, 588.20 .37 2.78 4.63 2. tX1 .060 .~0 .075 .000 523.70 !196.04 001828 150. !50, !50. 2 0 0 .00 340.97 !53%00 --~0 26020. 000 _.~'~^~, HV -'2_H~D MORE TH.qN HVINS .~,]5 80 TD.!ALS ATTEMPTED WSEL, CWSEL 3693 DRO~BLE MINIMUM S~ClF!C ENERGY .... RI, .~AL DEPTH .38 ~ 41 !!.5& 2,35 .060 .050 .075 .')~], 524. B) !2~.~ ECNO 26020. ~0 3301 HV CHDNGED ~ORE THAN HVINS 5020.(~0 8.09 5~.99 .00 .£~3 533.99 !.00 .18 .09 529.50 5500. 776. 4633. 9!, 252. 5~5. ~8 3, C~ 8. ~ ~ ' ~ .06(- ,050 "~ n~) ~4, qn .~ ' q .... 006358 ~0 oO 20, ~ ' " .... ~ .- ·., 272, !421, T2 B"'~] I)EPTH CW~L CRIWS WSEI_K EG HV HL (](.DSS BA~X FJ. EV Q gOB QCH QROB ALDt) ~H ARDB VOL T~ L~T/RIGHT TI~ VLDB VCH UROB XN(. XN(]-( XNR WTN EL.MIN SST(~ ~ XLDBL XLCH XL(]BR ITRIAL 1DC I CDNI' CD~R TDPWID E~ST 26420.000 8.24 534.44 .00 .00 535.~ .81 1.24 .02 534.80 O, 5§00, O, O, 761, O, 181, 49, 538,10 · ® 7,23 .~ ,0~ .030 ,035 .000 ~6,~ !!~,~9 400, 400, 400, 3 0 0 ,00 118,49 !313,68 16:12:39 PqGE !5 THIS ;~UN EXE~TEI) !2/16/85 16:2!:45 :C2 .~LE~E D~TED NOV 76 UP~TEO RqY 1984 ~RROR ~RR - 01.02, 03, 04, ~, ~ .~D!FICATIDN - 50, 51,52, 53, ~, 55, 56 E))t-~-XT YE~i~ T ~PEVINE FIS T2 1~ YR. FREQ~NCY FLDOD T~ ~TT~WOOD B~N~ Ji !O~ECK i~ NINV !DIR STRT ~TRIC HViNS 9 WSEL FQ O. 4. O. O. .000000 .O0 -I.0 O. ~9. G40 .000 $2 NPR1): I~_DT PRFVS XSECV XSECH ~ ~LLDC IBW CHNI~ IT~RCE 3.00) .OOq -1..OOO .000 .C~)O . OOO .,)OC ,000 .(~?'0 .000 116105 !6:12:39 -SEC~] DEPTH CWSEL CRIHS WSB. K EG HV HL OLOSS BAN~ ELEV Q ~OB QCH QROB Pi. OB ACH AROB VO~ TWA LEFT/RI~T TI~E VLOB ~H VS]B XNL XNCH XNR WTN ~.MIN SSTA -'a_OPE XLOBL XLB-I XLOBR ITRI~ IDC ICONT CORRR TO.ID £NDST t~- .lO0 [E}~/= .300 *$EL~ ~%40.0~)) --~40.® 6.64 ~Jg.~ .~ ~.~ 510.~ 1.1l .t~ .~ 512.~ ~. O. 57c~. O. O. 674. 0. O. O. 512.40 .~ .~ 8,~ .~ .~ .0~ ,~0 .0~ ~3.~ 1011,16 ~)44~ O. O. 0. 0 0 0 .00 127.~ 1139.!4 *SECNO 19740.0OO 01 HV ~,.Ph~SED ~RE THAN HVINS -85 t~ TRIALS AT~MPTE]) WSEL, C~EL 93 PROBABLE ~INI~ S~C!FIC E~RGY 3720 CRITICAL ~PTH A9740.00 7.37 510.97 510.97 .C~) 513.29 2.32 .~ .36 5!5. C~) 5700, O. 5700. O. 0. 466. O. !. O. 5!5.00 .c~ .00 12.22 .cXi .060 .035 .060 .(,~0 503.60 1246.17 .01!107 100. 1~. 100. 2O 8 .~ .00 I0:.63 1347.80 *SECN(] ~)O,K~O ~A85 20 T~iAi. S ATT~pTED WSEL, CWSEL ,93 oRO~ABt. E ~iNI~ SPEC?lC ENERGY 3720 CRITICAL DEPT~ qSSUWED 20[~0.~ ~0.15 514.~ 51~.C~ ,00 516. i9 ~.13 1,32 .[.~ 516.(K, 5700. O. 5700. O. 0. ~86. 0. 2. 0. 5!6.')0 .00 .00 !1.72 .~3 ,060 .(~0 ,075 .0~3 ~3.90 1428.~ .023237 85. 85. 85. 20 !l J .00 114.06 !542.6! *SECNO ~500.(X)0 ~1HV CHP4~b-'ED ~ORE THAN HV!NS 7185. MIN!~M SPECiKiC ~ERGY 720 CRITICAL ~prw A~UBIED 2CC~O.C~ !1.5i 517.1! 517,11 .00. 5!8.61 !.50 8.24 ,06 5!3.80 .01 3.98 11.78 3.88 ,060 .050 ,:}75 .~) 5)5.60 !282.39 .010419 150. !50. 150. 3 8 mm: .?0 27~.15 1559.5~ PAGE :7 ...SECNO DEPTH CW~L CRIWS WSELK EG HV HL (]LOSS BANK E~EU Q QLDB Q(~H QROB ALOB ACH A~B VOL TWA LEFT/RIGHT TI~ ULOB VCH VROB XNL XNCH XNR WI'N EL,WIN SST~ MOPE XLOBL XL~ XL~R ITRI~ I~ ICONT CO~R TO.ID E. NI~T *SECNO 21000. O00 ~01 ~ C~EI) ~RE T)~qN HVINS 21000.~ 13.91 ~.01 .00 .00 520.2! .20 1.47 .13 515.00 5700, 162~, ~18, !858. 740, ~51, 758, ~0, 5, 5!2, .0Q1376 550, 500, 450, 3 O O ,00 414,02 d'~CNO 21~0. 000 21T50.00 :0.79 52!,(79 .00 .00 521.20 .19 1.07 .00 518.~) 5700, 477, 3676, !547, 219, 917, 737, 52, 12, 514, .qo · 12 2.18 ~.01 2,!0 .060 .050 .075 .000 510.30 1004,02 · 00!379 650. 900. 6-5(3. 3 0 0 .00 373.~ 1377.5'7 *SECNO 22510,000 ~.510.00 10.87 522.67 .00 .00 523.04 .37 1.70 .~ 51B.~ 5700. 2014. 1688. !997. 685. 2!8. 69i. 83. 21. 516.90 .16 2.~ 7.74 2.89 .06Y) .~50 ,0~ ,000 511.80 1313.27 ._.004458 800. 700. 780. 3 0 0 .00 697.76 201!.03 *SECNO 2~470.000 H~ ~ANGED MORE ~ HUiNS 2~470.(~J I!.66 526.!G .00 .~) 527.11 .95 3.~ .!7 524.80 5700. 6~. 3924. 1151. 23~. 427. 338. !OC. 28. 518.50 .!9 2.67 9.19 3,41 ,060 ,050 ,075 ,000 514.~ 1182.22 .O(~GG7 560. 960. ~00. 3 0 0 .00 ~30.02 1612.25 *SEC,NO 23470,'~0 ?')70.(() 12.04 526.~ .00 .00 527.~ .71 .12 .C~ 52~.190 57~. 787. 366,5. 12~. 297. 448. 4~). !gl. ~8, 5!G,50 .!9 2.65 8.!8 2.97 .(foO .050 .075 .(~} 51~.~ !i76.90 .~05113 20. ~. 20. 3 0 0 .C~ 452.99 !629.88 *SECND 2q320,~0 2-'~.0.00 !~.,×~ 529.60 .00 ,00 529.87 .27 2.57 .0~ 520.90 ~00. ~67. !m)O. 233, 1139, 242, 129. !27. ~. 523.80 .25 3.48 5.79 !.80 .060 .050 .075 .000 516.60 !!G2. L5 ~_~!97! 900. 850. 700. 3 0 0 .00 3~9.52 15!1.67 SECNO D(EP~ CW~JEL CRIWfi WSEl. g EG ~ HL OLDSS BAt4K ELEV Q iDB OCH QROB ~DB ACH AROB VOL TWA LEFT/RI~T TI~ ULDB ~ VROB XNI. XNCH XNR W~ EL~IN SSTA --SLOPE XLDBL XL~ XL~R ITRIAI. I~ I~ CORAR TD~iD EN~T *~ECNO 25150. .q50.00 12.2! 530.91 .00 .00 531.14 .23 1.27 .(~) 526.00 5600. 518. 2677. 2405. 200. 544. 1027. 151. 41. 525. !0 .30 2.59 4.93 2.9 .060 .050 .075 .000 518.70 916.~ '- 001865 580. ~)0. 58~). 3 0 0 · ~ 398.39 1314.74 ~CND ~250.~ ~250.~) 13. !2 531.12 .00 .00 531.29 . 17 . 15 . O1 524. t~ 5600. 189. 2183. 3228. 100. 465. 1618. 155. 42. 524.00 .21 1.89 4.69 2. L~ .06~) .050 .075 .000 5!8.00 939..50. ".~1!~ !00. 1(~. I~. 1 0 0 .00 442.87 1382.27 ~.CNO 25450. O00 q450.00 10.59 531.39 .00 .00 531.51 .!2 .22 .00 525.00 5600. 17~. 2431. 1443. 864. 652. 897. !66. 44. 526.00 .33 2.00 3.73 !.G! .L~) .~0 .075 .000 520.80 967.36 .00~)953 ~0. 225. 2t~}. 2 0 0 .00 536.95 1~}4. 3~ --~CNO 25550. ~ :~0.00 i8.90. 531.40 .00 .00 5.31.59 . !8 .06 .02 523.50 5600. 2380. 2!00. 1!20. 967. 436. 67!. 169. 45. 5~3.00 .9 2.46 4.82 !.67 .060 .050 .075 .000 520.~ !2~.46 00129Q 50. 50. 50. 2 0 0 .00 535.~5 17~,91 ECIPk BRIDGE '~K '~O.q CDFQ qn~ KN ~£ BWP BA~A ~ c: r... K~ ruc, !.25 !. !5 2.~ .00 43.00 3.00 ~0.00 .00 ~20J ._,.-~'520.~(' qEC~ ~0.000 mE,iRE ~D WEiR FL~ -I. GP~ EGL~ ~ QWEIR QPR ~REA TRAPEZDiD ELLC EL~[, AREA 535.72 53i.6! .03 3040. 256!. 360. 360. 529.50 ~30.40 ~580.~) !1.68 532.18 .00 .~ ~32.3! .!2 .72 .C~) 523.50 56C~. 2468. !87!. !262. 1166. 467. 877. 170. ~. 523.'}0 .34 2.!2 4.00 1.44 .060 .~0 .075 .0{~ 520.5~ 1193.98 .00(~!2 30. 30. 30. 2 O 4 .00 577.92 1771.90 q6/~5 16:18:39 P~OE !9 ~ECNO DEPTH ~ CRIWS WSELK EB HV HL (3LOSS BAN(( ELEV J gLOB OCH QROB ALDB ACH AROB VDL Tw~q LEFT/RIGHT TIME ~DB UCH VROB X~ XNCH. XNR WTN ELMIN SSTA "-~_OPE XLDBL XLCH XLOBR ITRIAL Ii)C ICDNT CORAR TDPWID ENI)ST C"~u~= .100 CEHU=- .300 ~80.00 9.3~ 53~.23 .~ .00 ~2.~ .12 .~ .00 5600, ~07. 1!!I. 1281. 1230. 263. ~4. 173. 46. 5~.60 -' .34 2.59 4.~ 1.70 .060 .050 .075 .000 ~.gO 1193.16 .:)01351 50, 50, 50, 0 0 0 ,00 580.55 !773.71 L'NO 25680.0(~ 25680. O0 !2.14 532. 34 , O0 . O0 532.40 .06 .03 . O! 524. 5600. 2721. !267. 16!1. !561. 454. !135. !76. 46. 524. I0 · 35 1.74 2.79 !, ~. .060. .050 .075 .000 520, ~,~ 726.50 .000401 50, 50. 50, 2 0 0 ,00 ~98,54 !2~5,05 'CNO ~0.000 ~0, 6~ 8, :_.,J 532.33 ,00 .00 532.56 ,2_~ , II .05 528, ~ · 36 a, % i. 87 .~ , i , O~ , ('50 .6;75 . tX)O 523, 70 ~..'. 66 :. r, r~ . O0 345.57 t S3'~ 22 · ?0t908 L~{). ~5(m'. 150. " . _. , O, ~, 0~C~ 90 ,~, }.2~ g.7~ ~,'27 .~0 ,~SO '~: . ~. !137.81 ')0595E '~0, ~0, 20, 5 0 0 ,00 888, 37 1485.57 *~Er-.NO ~420, Ct) 8.59 5~. 79 . [~ . ~ 535. 72 .93 i. 28 .01 534.80 6200. O. 6200. O. 0. 802. O. !97. 5!. 538. !0 .28 .00 7,73 .00 .035 .030 .035 .~X>). ~8.~ 1194.04 00:_D002 400. 400. '"~DO. 3 0 0 .00 120.63 1314. F~ =nr~ v;, :~EgGENCY FLuuD % 5. 6. O. .0(~>)00 .~) -i.0 O. 510.6!0 ,000 ' ~ijF iPLDT PRFUS XSECV XSECH ~ ~LLI)C IBW CH. NI) IT~CE -- ',,~....'.~0 . OOO -',.,..nnA .... , OC~ . AAO. , AO~,. .000 . C~O~.,') . OOO . 12116/85 16:!2:~ P~ 82 SEC~ DEP~ CW~L CRIWS WSEI. K EG HV HL OLOSS B~K ~EV Q gLDB QCH QROB ALOB ACH AROB Vi). ~ '._L~'T/RIST TIME ~B 'v'CH VROB X~ XNCH XNR W~ ~M!N SSTA -- ~OPE XLOBL XL~ XLOBR !TRIAL IDC !C~T ~RAR TO~I~ EN~T ,.SHY= . !00 CEdi= .300 *SEC,NO 19640.¢'00 196~0.:Q ~ ~' . i.29 .~ O0 512.40 -.~ 510.6! 00 510.6i 5!!.~ . ~3~. 0. 73~). O. O. BO2. O. O. O. 5!2.40 .{~ .00 9.10 .00 ..OEEI .035 .~0 .~0 503,(~ !007.24 -- .00~385 O. O. 0. 0 0 0 .00 135.72 1!48.95 S9S O~]BOBLE ~iN~ S~CI:~C ENERGY --I?~%00 ~.3~ 5:1.94 51!.9~ .00 514.~8 8.53 .65 ,37 5!5.00 ~J00. 0. 7300. 0. O. 57!. 0. 2. 0. 5!5.00 .GO .00 1Z.78 .~X) .060 .035 .060 .0® ~}3.60 !240.~4 .010821 IC~. !00. z00. 20 8 0 .00 !14.~ 135~.60 *SE3~iC "'O(Kx?. 000 ~93 ORCBABLE ~IN!~L~ ~ECiF!C ENERGY .02~5~ ~5. 85. 85. 2,$ !: 0 .00 !29.~) 1553. 15 *EEC)~O 205?0. ('00 )0! ~v CH...~NGED ~E ~HGN HVi~S -~00. :: ~9. : l ~2. 1959. 2~. 2'61. 477. 6. !. 5 !3. O0 ,C: -.'~ 11.48 i.!1 .(~0 .050 ,OTS.. _ . 0(~ 505.60 1261....'~"~ .0986!~ l~). 150. 150. 2 0 O .~) ~!9. 67 !580.87 --SECNO ~DTH C~EL CRIW$ WSELK EG ~ HL OLdS B~K ELEV ~ 9LOB DCH QROB ~OB ACH A~B ~ lldA LE'FT/RIGHT 'IHE ~DB VCH VRDB X~ XNCH XNR WTN E!_MIN SSTA ---~DPE_ XLDBi_ XL~ XLDBR !TRIAL IDC ICONT CO~R TOPWID ENDST .~CNO 81000.000 )-.! ~V CHANGED ~E 'r~N WiNS '--i,JO.'X~ !4.64 580.74 .00 .00 ~0.97 .23 1.50 .!0 515.00 ?300. 23'3. 261,7. 8370. 9! i. ~83. 862. 85. 6. 518, 00 .05 2.54 5.42 2.75 .060 .~0 .075 .000 5(:6.10 1033.!4 ,}01586 550. 500. 450. 4 0 c, , ~>} 438.2! .47.. ~ *$EC~O 21~0.~)0 ~n n~ " .... "~ 521,90 .00 r~ 522. 13 oo ~ !6 .00 518.2.4 7~00. E79. 4543. 2078. 27~. !022, 888. 68. 12. 51~.90 -:.:'1468 ~5~). ~)0. 650. 3 f) 0 .00 392.28 ~91.82 *;EEr:NO ~5!0.000 57.),0,l' !1.67 52~.~,7 .(hi .OJ 523.75 .Zn. 1.61 .08 5!8.50 ?,~,~ ~060. !59~. 8543. 1063. ~'= 88!. ,nl 83. 516.90 .t6 ~.88 !.!5 2.~9 .~J .050 .075 .0~) 511.~ !2~).55 --70~=98 800. 700. 780. 2 r, 0 .00 758.78 20!9.33 ~-..~-.<£ :j:470. ?00 ::c-..: JV CHANGED ~:RE THAN ~ViNS -~.':0 q4(~ ~A:'I~. ~==~. ~7A. ~4!. 392. !22. ~A, ~' ~ ~ ....... .., ~ ~_. iE.~3.89 ._ ' -? C-s~5£D ~CAE rqAN HVINS =,~',',,'-:~,_= ]~7.15 .00 ,c~) 5~7. D0 .75 ,14 .~ 5i~.90 72(':]'1 m i95. ~! 1. 179t. 404. ~88. 566. 123. 30. 519.50 · A ]. 8) 8.73 3.!6 .060 ,056' 075 ..... }05278 20. 80. ~(. 5 c) 0 .,),'~ ~90.19 t658. --SECNO DEPTM CWSEL CR!WS WSE1.K EG HV HL OLOSS BANK ~.EV ~ ~L~B ~CH Q~B ALOB ACH ARi]B VOL Tw~q LEFF/RIGHT TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA --SLOPE XLgBL XLCH XLDBR ITR!AI. I~ ICDNT ~RAR TDPWID 5NITST *SECNO 24320.000 --320. r. xO. 13.75 530.35 .CE) .00 530.65 .30 2.71 .04 5~.'B) 7100. 5110. 1624. 366. !34~. 259. 187. !54. 38. 523.80 .24 3..~J 6.27 !.96 .C~60 .050 .075 .000 516.60 1!45.47 --::'02C08 900. 850. 700. 3 0 0 .00 395,07 !540.54 *SEC~O ~150.000 150.00 !3.01 531.71 .00 .00 531.97 ,85 !.31 .0! 526.00 ?I00. ~. 3169. 3805. ~3. 598. 1248. 182. 44. 525.!0 .29 2.87 5.30 2.57 .060 .~0 .075 .000 518.70 908.83 ')01899 580. BO0. 580. 2 0 0 .00 431.76 1340.59 ,~z~C.N,_'- .:525<). 000 250.00 ~._. a~.~531. S3 . F.~'i.. .(~) 532.12 . ~,o . ,~'q . 01524.00 ~!,)0. ~B3. 25~5. ~278. 134. ~2. !9!8. :~.. 4~:. s2~. oO .~.c'q ~.:' ..~ 5.07 2. ~S .060 ..~j.',~r . .)75 .000 5! 8.00 q3~ ~.. 27 ':~1228 !')0. 100. 100. ! ,: 0 .00 472. ~ 1405.33 *==CNC ::5-450.0':'0 7c C.,0. 2333. 2~32. !9~6. !064. 717. !087. 20!. 48. 526.00 ................ '"" ... ~,~c, 8n 95!. !3 ',,'-,c,~a,',...... a,:-,.% ~2[. .:-,,n.... :~ ,'.... c,. . ':"..... 562. 35 !5t3.48 ~--_.:. :'o ' ' ': =:'~ ::: ?:: "~" 532. A2 : q n~ ,'P 583. ?J ~ ~G9. 891. 804. 48. 583.00 ~'~ i.E~ ~ '"::' ' 8' 060 .050 ,075 ,O{K~ 520.50 1193,2Z :?:~=':: 50. 50. 5('. ~ (: 0 .00 580.3a t7'5. ? ~ DEP~ C~EL CR!WS WSBJK EG ~ Hi. (II_DSS BAht( El. Et/ QLOB ~H QROB ~DB ACH AROB UDI_ TWA LEFT/RI~T 'i~ VLDB VCH VRDB XNL XNCH XNR WTN .~.MIN 5'STA SLOPE XLOBL XLCH XLOBR ITRIPL IDC !CONT CORAR TOPWID ENDST SB XK XKDR COFQ RI)LEN ~ BWP ~A SS ELCHU ~,CHD --I.~ :.15 2,~ .00 43,00 3,0(} 360,~} ,O0 520,50 520,50 *SECNO 25580.000 ~.~J~E ~ '" ~L~ .Nu WEIR EGPRS EBLWC H3 gWEi~ QPR ~EA TRAPEZOID ELLC ELTRD AREA ;39.18 5~3.46 .00 ~835. 2Z67, 360, 360, ~9,50 530,40 t0.¢~ !2,30 532.80 ,00 ,(K~ 532.9A .14 .52 .~ 523.50 -'130. 3!99. -2!~0, !721. 15~. 492. !053. 206. 49. 522.00 K~930 30. 30. 30, '2 0 4 .00 608.6! 179~. 02 ' '"'" :-Eqb= 3h~3 ~t0¢, ~.)63, 1~02, ?35, 1~17. ~8~. 920. 209, 49, 525,60 : A .. . OE.,) 522. ~) 1183.55 -' _ ..... 94. 458 50. r-d. ~:~ C' 0 0 00 6i!. ~ ' ~ q *SL_.~C '25E80, 000 ~569¢. 00 1~. 77 532. ~- . 7" . ;'X) 533.05 . rJ8 . O~ .0! 524, 00 -~1,.)(. 3~8', tS~Z, 8'?(.. :722, 488. 12~. 8!8. 50. 584. ,7:~ : -,: : :.r, ~. F.~ n~.r, A~C) .075 . dew') 520 '~ 7~0, E2 = : n d ,'~d SOg. 38 ~5~i.:'. ')':g. ::E 538.9E , '::0 . :8 533. ~ , ~8 , :2 . (~ 526. : 'JO ~: 72. .:.~7~. .:=~ , ~, = ~ ~. :~. -~o~ 52. 526.20 .3i 3, 35 ~ 40 8.46 .060 , ,:)50 .075 .000 ~3.70 ' ~ · 0 , .'.C? )8 '~'" '~0 ,ch. '= n 355.83 3693 PRoBIqBL£ ~!N!I~L~ S~CIFIC EN£~Y --~7~ C~iTIC~L ~PTH ASkeD ~(~. ~;~) 8, 31 5~. 81 ~3, 8! , O0 534, ~ 1, 78 , ~ ,45 529, ~ 7800, 12~, 6421, !44, ~1, 55!, 49, 22~, 53, 529, 80 -- .=,, 4,24 11.65 8,~ .~ ,~0 ,075 .L~ ~4,~ 1139,11 ,0! ~-08G !50, i50, 150. 80 !! 0 ,00 884,48 1483,59 -'SECNO ~0. 000 330! ~V CHANGED ~E TH~ ~V~NS 780(;, i 798, 5780. 82~, 47!, 624, 8 !, 826, 53. 5~. 80 .... Z5 .3,8~ 9.26 2,77 ,060 .050 ,075 ,0~ ~,~ !131,~ ,005908 ~, 80, 20. 5 0 0 · ~) 300, ~ !431.71 --iEC~O ~0, 000 E~20.00 9..27 5~.~7 .00 ,~ 53E.. E8 !,~0 I,~0 .05 534.80 78 )O.Z~ ~ ~..., -, 7794. 0. ~. 886. 0. 23~. 55. 538. 10 -' -- ~. ~, 8.79 · ~a) .035 .030 .035 . (~)0 ~2~.. :~'~ ~ 7~ "~ a~=;:~ 400, ~0). ~00. 3 0 0 ,('0 !40,84 13!6,61 .... THIS RUN EXECU~D 12/16/85 163283!0 ~RROR CORR - 0!~02,03~04,~,~ ~-~C~T VERSION ~'~=-~ ~ER~? (*~ A~ L~ OF C~S-SECTiON ~R INDICATES MESS~E IN ~MMARY OF ER~RS LIST --_'-E:'._F XLCF g CWS£L vC~ DEPTH vOPWiD XLBEL RBEL ~H CR!WS K,XNCH ~.q ,~ r.-,n ]600.00 512.40 512.40 3600.00 .~ 35.00 .. 64._.. · .......00 508, 07 7. ~6 5.07 I 15.45 19640.0(~ .'>0 5t-]:O. %~ 509.23 8. EO 6.23 124. ?1 5!2.40 5!2.40 51~. (K) . O0 35, O0 :'.:.6,4.,). ')':}0. ~, 5700. O0 509.64 8.46 6.64 127.98 512.40 5!2.40 5?00. O0 . O0 35. O0 ,,r-: _?-'.4C. },?0:00. O0 36i~. 0¢ 509.31 l i. 38 5.7! ,'78.86 5!5. O0 5!5. O0 3600.0(: 509.31 35. O0 .',- :97a,?. 000 !00.0,;' 5700.00 510.97 t.::. 22 7.3'/ !0% 6.3 5!5. O0 5!5. O0 5700. O0 5!0.97 35. O0 ~ ?)0':,':-. ')0";-85 "."0 %)0. :."<' 5!2.50 1¢. 99 8.60 90.69 5!6. O0 5:6. O0 3600. O0 5!2.50 50. O0 ~:_:5 :{'. 0,:C w, ?. (:..~) 5700. O0 522.67 7.74 !0.8.'7, 697.76 518.50 516.90 1688.13 · 00 50. ' !6/85 16:!'2:39 PA6E 28 ~['N~D XL'_."3H Q C~L VCH ~PTH TODWID XLBEL RBEL Q~ CRIWS K*X~H 23470. 000 960.00 ~. O0 ~. ~ ~. 81 i I. !4 373. !0 524.80 5!8.50 27~. 55 . O0 50. ~) --~470.0'~ 960. C~ 51~.~ ~.~ B.~ 11.55 ~3.08 ~4.~ 518.50 35~.78 .~J ~.00 !3~70.000 960. ~>) ~.00 ~6.16 9.19 !t.~ ~.03 524.80 518.~ ~24.30 .~ 50.~ ~ ~. ~ ~5. !9 524.80 518.50 4~. ~4 526.3B 50. O0 23479, c~0 960, ~X~ 7~, ~ ~, 42 10, 89 ' ~ :~ ~3a70, 000 20.00 36~, 00 585, 78 6, ~ i !, 28 398, 99 ~4, 80 5!8, 50 ~, 08 ,00 9]. 00 '~3~70. 000 ~0, 00 5100, 00 5~6, 34 7, 76 I I, 84 ~ !, 36 524.80 518, 50 33~, ~ . (~ 50, {~ ._~470. O~D 20. ~X~ 57~3, 00 5RS, 54 B, !8 12, 04 452, 99 524, 80 518, 50 3665, 18 , ~ 50, ~} ~2470. ~YD 20, 00 7300, 00 527, ~ 5 8.73 !2.65 ~, !9 524. ~ 5!8.50 4210, ~ , (K~ ~, 00 ~v67, ~7 50. ~ 2~320.000 850, 0(: 3600. ~) 528.26 5.07 i !. 66 29!. O! 520. ~ 583.80 ' '~ ~ ~ n ~:20.000 850.00 5600.00 5~. 60 5.79 !~. 00 ~49.5E 520.90 523.8) , ~o~ ~, . ~ ~0 ~ ..... : ~ "= ! 3, 75 ~5, 07 520, q~ 523, B0 !~3, 76 ,09 ~, 00 R515'%')00 8.)0 00 3600.00 589.54 4.4~ lO. 84 3~5, 92 ~6.00 5~. tO 1978, 58 . '~ 50. '~ ~ ~ ( -. . ~'.50, (4¢) BO'). 00 5~{.0.00 530.55 4.78 1 !. B5 .~8. ~6 ~8~. ~ 585.10 8476. ~3 . (~ SO. 00 _'~5150.900 900, C~) 5600.00 530.9! 4.92. !8.81 3~, 39 586.00 585. tO ~676.95 .00 50.00 ~ 15(,, O(K' ~(~}.-Cq9 7!00, CK:, 53!. '! 5.30 13, 01 ~]!, % 586.00 ~. 10 3169. ~3 . (~ 50. O0 ~2: 0:'0 ,::6 r:,-,~6¢,0 ~:,~ 529.74 a. 18 i'. 74 ~:: ~a 524.00 581. O0 1660.68 . ~) 50. ~___~., . ... ........ . .... .. . ........ '-- :~850.000 : 00. X: 50(E~. ':X: 530. :5 4.53 : E. 75 ~89.7~ 584. cK~ 584. 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CF) .. .... ._ 3558 % ':'(:" =' '~'' q~ ¢~*' ~V' 538. ' ~ 4 n,'~ 1 !. 68 ~V qo 583.50 52~ ~ri ! 870.66 . O0 50.00 i558']'. '] '70 ~"2. '.E'%?0. ")0 5%. 80 A. 43 !8.30 938.61 5~. 5(' 5~2. ')0 ~179.55 .00 50. )0 :zSSiT'. ]";:'; 5:. )0 %t~}.O0 53!. 14 ~.~ 8.2~ 52:'. Zi 586. SO ~%.60 840.58 .00 ~SE :zO, '.rF-: 5:. (E: 50(0. ~'.~ 53 i. 96 a. 07 5. ('6 56E. 7~. 586. SO 5~5.6') [ 03 t. &-~ . ('0 5(. i~Ei,7. (,')0 54.90 5600. O0 532. ~3 4.22 5.33 580.55 526.60 5~5.60 : l l !. ia .00 5}. O0 ~SEEO. C,00 50.00 5E.Z'. 0( 538.34 2.79 !2.14 ~98.54 524.00 52~. !0 186% i8 . O0 50.00 :::.~r, (,(,0 '"' '~ 7 !"~~ ,',c, 53~. ~7 ], D,~ , o SECNO ~L~H Q ~WSE~ ~CH DE~TH TO~ID ~LBE~ R~E~ QCH CRIWS K*X~ 25820. ~0 ~50.00 3~. ~ 531.23 4. ~ 7.53 322~ 75 ~o 5820.000 ~.5,'... ~~. O0 5~. 33 4.87 ~. 63 3~5.57 528. ~0 528.20 ~03.78 . O0 50. ~. ~0.0~ 150. ~ 7!00. ~ ~. ~ 5. ~ 9. ~ ~5. 83 528.20 5~8.20 2772. ~ . ~ 50.00 :6020.000 :~). ~ ~050. O0 530.65 ~ t. !0 5.75 126.25 529.60 529.80 ~). 28 530.58 50. _26020.000 !50. ~ ~2~. O0 ~.~° ~2 . .. ~7 7.42 212.68 5~. 60 529.80 5557. B6 532.32 ~ ~ :6020. ~)(~0 i 50.00 7~0. (~ 533.2! ! !. E5 ~. 31 284. ~ 5~. 60 529.80 642!. 05 ~3.21 50.00 26020.0¢x) 20. ~) ~050. O0 53t. ~I 8.4~ ~. 9! '.86.24 529. ~0 529.80 3763. :6 . O0 50. O0 ~5.)2,). 000 20. ~>) 6200. O0 533. a~ 8.7a 8.54 288.37 529.60 529.80 49~. 99 .00 50.00 ~ 080. ,~0 20. ~ 7800.00 53~, l B 9, 26 9.2fi 300.39 589, 60 589, 80 5779.54 , CK~ 50.00 ..... ~.~... 532. a7 6.24 7.27 '": q" 534.80 538. 10 4050. O0 . ~ ~o. OO 26~20.00(: ~00. O0 ~800. O0 53~. 79 7.73 8.59 180, ~3 534, 80 538, :0 ~00, O0 .80 30.0 2E~80. )00 ~00. ~X~ 7800, 90 535, 47 8, 79 9.27 t~O, ~ 534, ~0 538. ~0 77q~ ~ f~ 3h, S ~ARY OF E~.O~S ~D SPEC!~ NOTS :'A ~}N SE~O= 19740.000 I~Rt]FI~= 1 CRITICAL ~PTH ~UMED 3PL~'~ SEC~= !9740. C~,0 P~I~= I P~E ~INI~M S~CIFIC S~T~ON SECNO= 197~0.~ PROP!LE= ! 20 TRI~S ~T~P~ TO {AL ~?~ SECNO= i-~7~C. 000 ~RO~I~= 2 ~O~BLE ~IN!~M SPECIFIC ~E~GY ~AUTiO~ SEC~= 197i0.00~ O~OFiiE= ~ ~J TRIALS AT~MOZED TO ~LA~E WSEL C~C.~ SE~O= 19~40.000 ~O~ii~= 3 CRITIC~ DEPT~ ASSUM~ ill '}~ SE~O= i~740.(~1'00~F~LE= 3 PROBABLE ~iNI~M S~CIFIC ~RGY SAb~i~ SE?~C'= i'?~0.0(.) ~ROK~LE= 3 20 TR!~S ATTEMPTED TO B~ANCE WS~ S~t~O'~ SEC~= :74C.00(' ~n~i~ ~= q CRITICAL ~PTH C~L Ok SEC~C= ~7~.).'?)(. ~RDF!LE= ~ P~E miNI~ SPECIFIC ENEMY ~L..?, SEC~C= :97~C.(,)0 ~Z!LE= 4 '2~ ~RIALS ~TTE~PTE~ TD ~LA~E ~EL ~'m: ~I ~ ..... ~S~J~= 2('(K)O.t~K' :'~?Fi.E=' m ~ PROBABLE ~ZNi~M SPEwer ...... :c E~RGY ..... -'"~. SK~-,.,~- ::,:~(*~A('.nOA o~nK~: c= 1 20 -RIALS ATTEMPTED TO B~ANCE ~'~':~?, 5EC'~= '2}0(.}.000 P~K~LE= 3 CRITICAL ~PTH C~L' i~ SESNO= ?'K.(~0.000 oQOF!LE= 3 PROBABLE ~!NI~JM S~CIFIC ENEPGY :c-S .:h SEC'JC= ?)000.000 ~OF~LE= 3 ~ T!!~S ATT~OTED TO BALANCE WSEL ...... ~.uF.~= ~ ~BA~E ~)~J!~U~ SPECifIC ~ERGY ~i):- i~ SE~'~O= ?~l??. ')'):; P~JF~E= 3 '2C TRIALS A~E~PT~ TO ~L~E ~EL iP:g~ '~ SEZ:~C= :~S0~0.')00 ~FILE= 3 ~ TR!~S AT~)P~D TO BqLA~CE WSEL :A~z'~O~ SEZNO= 3E07}.000 O~O:]LE= 4 ~B~BLE ~]N~U~ S~EC~F!C ENERGY ... ]iMPROUED COND'I'T'I'ONS HEC2 MODEL -- PAGE THIS RUN EXECUTED 12/!?/85 1!:05:!5 __ HEC2 RELEASE DATEO NOV 7& UPDATED MAY 1984 .,U~[r~u,~IuN - Ju, Ot,az,b],b4,b3,56 13M-PC-XT VERSION ' T1 GRAPEVINE rte .__ T2 10 YR. FREOUENC¥ FLOOI~ "~. j L,_,rOTTONWO0[! BR. '-'.MPROVED ,, ,:~.-._u,, iNQ NINV IBIR STRT MFTRTC WVINq O WSEL -- -I. 2. O. O. .000000 .00 -1.0 O. 508.070 ,000 AL,_~,~ !BW CHNIM ITRACE J2 NFROr ?LOT ?RFVS XS[CV XSECH FN ' fir .' .,~,~-'-., ~^'~ .~,,~ ~';~ -~'.000 .000 .000 .000 .000 .~,0 n~' .000 .000 J3 VA?.A~I_E ~C.L-E.~ '-'OR 5U,%%R.PRiNIOUT ~o. ,A)v u. ,;uO '+. g ~,'V :..,. uvv ........ CO(; .. 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B7. 17. 538. i0 .19 .00 7,23 ,00 .025 ,0]0 .036 .000 526.20 !1%,19 .001836 400. 400. 400. 3 0 0 .00 118.49 1313,&8 lHIS RUN EXECUTED 12/i7/85 II:08:3/ "' HEC2 RELEASE ~ATED NOv 76 UPDATED MAY 1984 ERROR CORR - 0!,02,0].04.05,06 ~ ~F~r ~ _ ,O~:~AT~ON 50,51,52,5~,54,55,56 IBM-?C-XT VERSION _ ************************************************** TI SRAPEVINE FIS. ?] r T? ..n. r,pRnv~rl '-- ,~O,.ONWuOD BR ..... o ~ J! iCHECK INO N[NV IDIR STRT ~E1RiC HVINS ~ WSEL FO O. -~. O. O. .000000 .00 -1.0 O. 50g.~aO .000 J2 NF'ROF [PLOT PRFVS XSECV XSECH FN ALLDC IBW CHNI~ ITRACE ......~ .... ~ .000 ~ AOA .i)OV -:.~v .000 .000 .000 .gO0 .000 .000 !2/i7/~5 1!:05:1] PAGE 15 e~'NQ [!EPTH rueF! rotuc ~LOSS BANK EL£V ..... W~ELK EG HV HL ~. l_iLgB OCH ~B ALOB ACH AROB VOL TWA LEFT/RIGHT -~r VLO~ VCH VROB XNL XNCH XNR WTN EL~IN SSTA =~;~-,,~':_.,.. ..... ~L ~'^._~H "' X,.,~B~.' ~ ~ IT~iAL iDC iCONT CORA~ TOPWiD ENDST *F P,f'jF ': *SE[:NO :/c~;. · -, .,.;. 3. O. 674. ~. 5~2.40 .~s .... ,.., ,00 .0~0 .015.0&O WOO ~,~, ~,.i~ ..... 11 .... ¢-..,:~ :). ,~. O. 0 0 v .00 127.98 ~qrf'Nl~ 'C7/.A ¢6~~ :.',-0.:;., 5.~ :,~ "' .00 511.24 1.20 -' . ;i0. .:,u":' 9.~ -" .w'~" .0~0 .035 .060 .000 ~",'.-~'~" .... ~" " ..... ../,,0 ..... ' -: · O .004522 150. 150. 150. 2 0 0 .00 127,H ISECNC 21000.000 2,0,0.0~ ~.50 ~I.1.25 .00 .00 51~.42 1.17 2.09 .01 517.30 5700. O. 5700. O. O. ~5~, O. 12. 2 517.30 ,O~ .~0 ~.69 .gO .0~0 .035 .060 .000 50~.7~ ~37.12 0 .004765 490. 450. 4JO. 2 0 0 .00 ~'~' ~1,5~0 ~.51 51~.11 .00 ,00 517.28 1 l? 2.85 r, ' a20.i~ 5/ur. O. 5100. O. ~. ~57, O. 21 .C~ .00 8.~7 .00 .roy .03~ .0~0 .000 509.~0 9~.~ ~ .004742 ~40. ~00. 5~0. 2 0 0 .00 127,05 i0t4.02 ....... ;:'~'!~ ~U-"d DEPTH r, '~ ...... ,gLOB gCH g~O~ ALOB ACH AROB VOL TWA LEFT/RIOHT ~IME VLOB VCH VRO~ XNL XNCH XNR WTN ELMIN SSTA, SLOPE XLO~L XLCH XLO~R ~TRIAL. I[IC ICONT CORER TOPW[~ EN[6T .2510.00 ~.52 519.,2 ,00 .00 520.5~ 1.1~ 3.30 .go 523.40 ?00. O. Z700. O. O. 660. 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HV CHANGE~ ~O~E THAN NV!NS 3~9] PROBABLE ~I~I~U~ 5PECiFIt ENER§¥ ~72~ C~ITiCAL ~EPTH ASSUMED 2~020.00 8.~0 53~.20 533.20 .00 5~4.99 1.79 .90 .45 529.&0 '" 7800. !230. &42&. 144. 290. 551. 49. 102. 19. 529.~0 . i6 4.24 fl.&? 2.9~ .060 .050 .OZ5 .000 ~z~.gg' !!39.17 .O!IO~ 200. 200. 200. 20 Il 0 .00 284.~5 142~.52 i~?N~ ..... :,,AN HViN5 - ?~00. !??g. 5ZZZ. 22~. iZ2. &25. 8i. 102. lt. 52~.~0 .16 3.~! 9.25 2.77 .O&O .050 .075 .OOO 524.90 ii~i.29 .005~B9 ;0. 20. 20. 5 0 0 .00 300.45 143[.Z4 0 __ *SE£Ng 26420.0~0 =qAq q 779i. nu. 112. ........ 6. 886. O. z,. S38.!0 .002~? agO. ~O0. 400. ~ g O .OO i~O.~& 131&.61 -./ ...... -; 1.0> ,.3 PA~,r_ 24 THIS RUN EXECUTED 12/17/85 HE~z RE,EASE DATED #OV 7& UPDATED M~Y 1984 ERROR CORR - Ol,02,03,M, O5,0& ~O~ZFZC~TION - 50,51,52,5L54,55,56 ************************************************** NOTE- AFTFRIqK._. ~ (11 AT L..~,~; r~r.~, ~.0....[b,,uN NUMBER iN[ittA,ka MESSAGE iN SUMMARY ,-,i"'.TT,-~ii? ~"'!r ri ~ B.c-firuP'i ~. ..... ~ ,W-,.,~ Fq ......... sI:r?.AR? oRINTDUT qFr'Nr! X! r-~ 0 CWSEL VCH ,',r .... ~ ..... . .~. ,,~T- ;O~WID XLBEL ~BEL ,.,cHn~" C;RI~S KIXNCH ....latins. 00~ .,;u"'~3~0¢.00 50B.OZ .7.4A 5.Q7 115.45 512.40 512.4v' '" 3000.0~" ' ~' .,,,,, .00 >'uO.uO 509.04 9.a~ &.a4 127.98 5!2.40 oiz.40 5100.00 .00 ~'~z*n..~-v. a,=a,,,, .,,~'~ 7300.00 510.M %10 Z.M ~3J./~ J~z.40 ~'~o~.40 Z]O0.O0 .00 35.00 ~.~ q. 114.20 b13.OO ~-'~ . · ~60v.O0 35.00 .... ~.0.~2;vv,UO bO9 0,32 6.04 12a.20 5i3.00 5i3.00 5100.00 -. ,.~Ov .w.uv ......... 5!0.04 =n .... 78 ~.44 i26.42 5i3.00 513.00 5700.00 :.,,~ ..... ~v~ q ..... ~ ~:.~,0 ~0~,02 7.37 : i15.~6 513.30 ~ .... ~.-~ A3.,~ 3~00.00 .00 ~0 .,vv..~O q" O0 s i:)O.O0 510.13 i~ 6.27~ 124.7q 513.30 513.30 5100.00 .00 35.00 2050;'.000 150.90 .!6fi0 0O =0~" ~ *'~ '-"" i0 · , a~..:u 5i5 3~00.00 .00 35.00 .~-..6;~ 5'~Z 115.69 "'~ '"n~"~ ..... ='~' "~ 510 '~ "~' · .'JO .35.00 · ~. :.=~ =.v~ ~, .... 5i5 I0 5100.00 ,',;.}u~.,.~,v ..~,.0,, 5700.00 .0~ ~. ,9 a. o3 a.5'~ 127.]3 .~v 5i~. 5700.00 ..... .. is. ........ !}5.41 .... 5ib.iO 7]00.00 .~O -' t" ...... 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F'ROFiLE= ~ P~OBABLE MiNiMUM 3FEc¢;s ENERGY ........ - :..-_,_,.~v PROFILE= z 20 T~.~AL5 ~TTE~PTE9 TO BALANCE WSEL ~iJ=~N 5[CNC= ~-*q' mae :'P'I~ ....... .:- .:..N :~tNI= ;%:Re 3fin F'RgFILE: 2 ~iY[IRAULZC ............................... E~:r z~ ENES, 6¥ -' ~'~'N S[[NG: 2A020.,,~ ........ .- ~ .,~N~HuM SFEEIF'" ENERGY IMPROVED OOHOITIOH8 HEC2 EHCRORCHMEHT MODEL '~ .~/~5~ 1~:~7:3B PAGE THiS RUN EXECUTED 12/13/85 !6:47:50 ~ Z ~ELEASE BATED NOV 76 UPDATED ~AY 19B4 ERROR CORR - 01,02~03,04,05,06 ~OI)iFICA~ION - 50,~1,52,§3,54,55,56 .-PC-XT VERSION T1 8RAPEVINE FiS. T~=~.._ IAO, YR. FREGUENCY FLOOD, ENCROCHMENT T.t COTTONWOOD BR. IMPROVED ~i :CHECk. INQ NINV IDiR STRT METRIC HViNS Q WSEL FQ .. ~. o. O. 509.640 .000 JF--NPEOF IPLOT P~FVS XSECV XSECH FN ALLgC :gW CHNiM iTRACE 3" VARIABLECGDE~ FOR SUMMARY PRINTOUT ; ' :m; 0(. ' 0~J '~ ,0O(:' 5. lo¢, D,~,o, 0,;,0 l !5O.c:o':' . ,:,,~,,; , -,)00 ............ . ......... ,~,.,,=.,, ,.,:.,. {,.. 52'~, ~'..:'.. 124.4 ";:~ ~.--,', f'.;',.r, ...... 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'~a ¢" ~K ..... 513.390 140'-). :':0'.~ ,.d.:, {::'?..'9 i'~q6 ')",r~ :~:),': . .~-.. .... ~-.. ..,. ~.~....... i3.~5.....~ 503,900 '" 503.900 ,~ ..... r'~' ¢~" '~'" '.550..;,00 ~, ,: ,,." ~ n0,~ 15':JI,',':';'0 ., ,1, a8,000 ,,.,,.~. v.,v .,,.;,.,v.~ ,k,,.,;t i 5 ~5, -": 0-'.'., ~_R 522.0o{ 1627.Cr~0 .:"..'OO . ,'....y) .OOO .0:20 .00o 1 ~3,~ 16:47:38 PAGE 2 .000 .000 .000 5. 100 1321.000 1480.000 .000 .000 . ¢:')¢' .000 2o500. <:¢:0 '~ -''^ 150.000 · ,.~.-<,,0 1321.000 1480.000 150.000 150.000 .OOO .000 . 525.400 1000.000 522.600 ii00.000 520.900 1200.000 515.!o0 131!.000 515.100 132!.000 504.600 ~o6~.000 504.600 1438.0~0 515. i0~ !480.00~ 515.100 149V.000 517.800 !579.000 .000 .000 .000 5.100 921.000 1080.000 .OOv .000 .000 .000 21000.000 9.000 921.00o loBO.O00 490.000 4i0.000 450.000 .~.30 .oJO 520,000 832,0.:)o 5i7,300 9!!.000 517,30o %~,vvv 506,750 qc-~ nnn 506,75C- ..... z~, ~.'J~ 520. ~46, vvv . :.)0o 000 nnn .~no ~ 10o 921,000 1(8o.000 .'.nn .4aO ,000 .000 21750.000 P.OOO 92' nr, O IO~O.'~O0 640,000 ~60. ~0 600.000 .00O .000 520.1o0 1080.000 32o.100 i990,000 520,200 1!71.0o0 .'JO0 ,000 .000 .000 .-~00 . r;O0 .000 5. 100 921. 000 IOBO.-)C'O .000 , OOO .000 . , ,;00 , OOO ,000 5, 10c: ?2 ], <:90 ~ <,SO, C-('O ,900 , OO~; ,000 , ;~: 0,.,.~,.) 8,(;0;, 92!,0o0 IOSO,O00 440,00o 560,000 500,000 n;'m ,000 525,B00 10D:;. o(x: 525,D,)o :oBB.O0~ 528.o00 1Z;o.~09 .o0o ,o0o ,000 .00,? ~d~j~.L..'.: . . _-,¢.'-,v= ~, .... -. ~'.-~.,-,. , -' '" ,'""- I 13185 !G:¢7:38 PAGE 3 El .000 .0o0 .000 5.100 131~.00~ 1574.000 .900 .000 .~0~ .~00 X1 25550.000 15.000 1455.000 1495.000 100.000 lOO.gvo !0o.000 .ooo .:).?0 ...).~.) X~' 10,000 .000 .000 .000 .000 .000 .000 515,500 52~.50¢ BF 542,200 1000.000 538.200 11o0.0v0 §31.80v 1200.00V 527.600 1300.000 526,400 14o0,000 G£ 523,500 1455.000 520,500 "== ~ ~4%.vvV 525.600 L4~.000 520,500 1495.000 523,000 ....... GP~. 529.200 1600.000 530. i00 1700.000 533.000 1800.000 535,200 !900.v00 537.900 2000.000 q~ I '.'qa i 150 '~ 800 .000 43.000 3.000 360,000 0o0 ET .000 .000 .000 5.!i0 1356.000 1617.000 .0oo .,.YJO .::00 .000 BT .. 12. 000 !000. 000 540. 300 .000 ! I00.000 535. 600 .02,:) 1200. :)00 532. 900 .00o B 1300.000 531,300 .000 1400.000 530.500 .,':,00 14K: tm:': :-c ~.6 ........... ~, 4... ,:;o0 !508.-.;~0 B', 530.400 .000 1600.000 5J,.. 4o0" .:)00 1700.<)00 530.40.:) .000 BT .000 1900.000 S-~i o,.:,. .- . ...... ...... ..,.. =),.10 ~000. 000 537.90C 0o0 ..:A~: . 25620.000 IS.0O0 1480, CmO,) 1514. :mj00 i50.000 542,200 !004:.000 538,200 I lc'0. 00(' 531.800 i20O.(~O0 527,600 1300,000 526.400 1400.':)0'~ "~' ~i ......... 525.600 526.600 ~8~.000 ="~' 900 !497 nn,', 529.2~i') ~a..v~. 1800. ~00 ="~~.~. 200 "::'~ ~.~., ,....,...'~' :.: :.:]~:, '-':m~..~.....<~:,s,~ .0:~0 ,000 . i'-n6... .,:v.~'"' '- /i3i85 16:47:38 P^6E 4 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV O QLOB UCH UROB ALOB ACH AROB VOL TWA LEFT/RIBHT liME ULOB VCH VROB XNL XNCH XNR WTN EL)IN SSTA -' ~n-~ ENDST SLOPE XLOBL XLCH XLOBR ITRIAL iDC !CON? uu~.~. TOPWiD '~c~2OF 1 LucY= .i0o CEHV= .300 tSECNO I9640.0o0 :~Jn ~ 6.64 509.64 ~ 509.64 ~' ~q 1.!' "~'m O0 512.40 ~700, O, 570(>, O, O. G74, O, 9, O, 512,40 ~"~ '"'" B,~6 :~¢~ ,060 "~= ,OAO ~0n ~ ,. .......... ~vJ,":$ 1011 16 tSECNO 19740.¢00 " ' . 51i .03 ~'~ O0 g740.00 6.a4 olO.O, .OO oO .24 1.2o .¢6 .... VO4,:J i00. ~"'~ IOY. 2 "" 0 . - ,~b.4~ ~a~b.Oa -- .<.] . ,7,<, B.69 .o,j .060 .:~35 . :.;6::, . ¢~?.:; 506.75 3~7. i2 ,.~¢4742 S4:.. 6¢o. ~6o. 2 .~ ~, .O,; 12%o5 1064.92 .3/85 lb:4~:38 PAGE 5 'CNO DEPTH CWSEL CRIW$ WSELK EG HV HL OLOSS BANK ELEV QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA '.OPE ~DL XLCH XLOB~ ~.RIA~ [DC iCONT CORAR ,OFW~ ENDST ~$~0 22510,000 A AA ~ =" 519.42 ~ r',~ 5~'' 5B !6 " 523.40 ........ ~ ...... ,.. .~,, tv. i. ~.30 .~0 5700. 0. 5700, O. O. 660. O, 32. 6. 523.~o .07 ...... AA 8.64 .Od 060 .035 ,06~ ..)09 5!~..Oq 936.90 4692 640, 700. 760. ! ~ ~ ,00 127.20 1064.!0 :S~'IO 23470.000 2- '0.00 6.48 521.78 .o,'J . ,'J,;, 522.96 !.18 2.38 .0! 525.80 :~7';0. --'. ....,,,. -,,. 654. n.. 39. .~q. j~.. ~v .08 ".". i. 72 . O0 ~:~."~ "'e~ ~' ........ ~. ,o6v ,00o .,5.30 937,09 ~SE "' ~ ~^ 0nd 24 0,00 6.51 .... :n ~o. ~q ' - 2,82 ="D ~" 5600. r. 5600. O. ^ ~.sT. ~. · ...... ~. 48, 9. 528.?0 J~t 6.?-;-, 6¢0. ~'~'~ ' ~? 0 ,-JO ,.~ ~t ......... i~-..~, 1063.90 -'493 PROBAELE MINIMUM SPECIFIC ENERGY '~-" 0.00 G. '_--'~ 526.38 526.38 .00 528.75 2.37 .89 ~SE-"] Z/1 25 16:4~.38 PAGE 6 SE O DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV Q QLDB QCH QROB ALOB ACH AROB VOL TWA LEFT/RIBHT Tr--~'r VLOB VCH '/ROB XNL XNCH XNR WTN ELMIN SSTA S) ~E XLOBL XLCH ×LOBR iTR!AL IDC ICDNT CDRAR TDPWID ENDST ..¥ CHANGED MORE THAN HViNS 25~--',00 9,16 529.96 ,oD ,OD 530.4! ,45 1,47 .19 525.00 O0, 1283, 3429. 688. m~ ..... 539. 28i 58. ~l.°' ~ ~%. O0 .i3 3.43 6.36 3.16 .060 .050 .i>60 .000 520.90 10B!.54 .6F3578 200. '200. 200. 3 0 <mm .00 296.55 1378.10 :SECNO ~5""0,000 2~ 0.00 9.90 530.40 .00 .gO 530.70 .?J .28 .~I 523.50 600. C!38. 2370. 1092. 733. J96. 438. 6i' 12. 523.00 SP ~L BRIDGE ......... ,.v, ~NDT HYDRAULIC ~MPU~u~ DOWNSTREAM ~iF .......... LOW F~W CD~T~nLq~ SB ~K Xt~1 COF~ ~DLEN BWC ~WP BA~EA SS ELCHU ELCHD 1.25 !.1~ %90 ,:.o 43.00 ~ '"~ 360,.J0 .oO ~4v. Jv ...... ..F'~S EG~WC H3 QWEI~ ~PR BAREA TRAPEZOID ELLC ELTRD AREA · -~ ~~, c.?~ ~,'~ 5600. .,~ ~.~. 4. iz 1.82 -~KO 050 :>b~ ¢'¢-~ 520.50 1199.33 ,000893 ')0, 30. ]:), 2 o 4 .o(~ 560.76 1760.09 CCHV= . i O'J CEHV= . SO') --;ECNO 256'Z0,00~ 25620.00 9.!1 ~3~.vl .OO ..... -=? 'q ...... 5600. 3206, '" ~ "" 1,~,. 1246. 1173, '>q~ &95, 7~. 15, .,J" 2.73 4.49 i.7g ..,ED .<)5.J .075 ,000 sm'~.~z.90 i!96.73 ,061592 '",' ' t765,84 ;,~, !50, 150, 2 r? o ,O'J 569,1i 1.'"".3/85 16:47:38 PA6E 7 THiS RUN EXECUTED 22 RELEASE DATED NOV 76 UPDATED MAY !994 ~0~ CORR - 01,02,03,04,05,0£ MODIFICATION - 50,51,52,53,54,55,56 ~-PC-XT VERSION G~APE~INE FiS 160 YR. FREQUENCY, ENCRDC~MENi COTTONWOOD BR. ICHECK IN~ NINV iDIR STRT METRIC HVINS ~ WSEL F~ NPROF iF'~' PRFVS '~c .... ~ ~ 12/13/B5 16:47:38 PAGE SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV O ~LDB QCH QROB ALOB ACH AROB VOL TWA LEFT/RIGHT TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITR!AL IDC ICONT CORAR TOPWID ENDST ~PROF 2 ;HV= .!00 CEHV= .300 · JECNO 19640..~00 ............. 1150. ,ARoc:- '~"~mm~ ,~v ENCROACHMENT oT.~oNa- !OOO.O 0 TYPE= i ..... ~v.~o~ 9640.00 7.64 51o.64 .00 509.G4 51i.~i . .00 ..'JO 512.40 5700. 0. 570Q. .....00 .~0 7.07 .nn .~60 .~va~ .060 .OOo 503.00 i007.11 .002635 O. 0. % 0 ,:? 0 .00 135.96 1!43.07 .ECNO 19740.000 ~ IT' ?1225. !376. TYPE= 1 TARGET= 150.o00 3470 ENCROACHMENT ~TA.:ON= .... ~ ;~ 5700. O. 5700. ~. o. 754. O. 2. .0~193 I00. 10o. io0i 2 o 7~SECNO ':0'73.-':-::.:'O 70 ENCROACHM. ENT STATIONS= I~00.0 !550.0 TYPE= TAF'.3ET= 15:::,.,;..::.;. zOO~m)O.O0 '. 22 5ll. 12 . m" ~. 'm 510.53 5i2.02 , 570;' 0. ~nn O. o. 748. .01 . .C-.;~%62 I ~;' :'m~ ..,)60 .035 .v60 ;'7.J ENC~iOACHMENT STATIONS= i3Zi.~ 145.;.0 TYPE: I TARGET= 0500.00 6.qA~ 511.58 .m:)m:jm. 511.i'9 512.56 ,..q7 . 52 ,~ 5700. O. 5700. 0. O. 712n. ~. E. !. ' _. ,.-'.! ,3.~ 7.32 ,,~o .060 ,o35 ,.>6,~ .0¢~ 5,~4.60 ..~.-,~'~ :''.'? onqg~ 120. ~a i~n ! m]m~ m~ O0 130.94 .,... .......... ., , ]4TO ENCROACHMENT ......... qc, A TYPE= i TARGET= ~5~ .'.,-i~) S,.,ION=- . .... i~BO.O ....... fO.v.:~'=' ~,~5 5[S.'~:I'-~'~.';"? u,a, ~ 514,45 !.15 1.84 ,¢~5 517,..qA 5700. ,% 5700. 0. 0. 662. e. iS, 2. i i';1~ 0 ? ~J, ii~ ~.s .~>') 8,61 .0o. .c60 .~-"~: .~,60 r,.:n 506,~5 936.9~ 004630 490. ~-~.~:^ 4: .... =" :., ~ ~ ~. .~.-.~ 12/~3/85 i6:47:38 PAGE 9 ~ECNO OEPTH CWSEL CRIWS WSELK EG HV HL OLOSS SANK ELEV ~ ~LOB QCH QROB ALOB ACH ARO~ VOL TWA LEFT/RIGHT IME VLOB VCH VRO8 XNL %NCH XNR WTN ELMIN SSTA ~OPE XLO~L %LCH XLQBR ITRIAL IDC ICONT CORAR TOPWIO ENOST IS ~0 21750.o00 ia= ENCROACHMENT STATIONS= 92i.0 1o80.0 T/PE= i TARGET= 159,000 m~ ~.in On. 6.50 516.!0 ...~"m' ''...'~'~ ,, ~,,.,.~'7-77 1,17 ..m~ 81 .01 520.10 5700, -'), 5700. O. O. 657. O. 22, 4. lOOOO0.O0 .¢'5 .CO 8.68 .00 ,060 .035 ,060 .000 509,60 936,99 '4753 640. GO0. 560. 2 O 0 .O'J' 127.01 i064.01 XS-"'-~O 22510,000 347,J ENCROACHNENT S,.,~uNo- q2i 0 ~'~^ 0 TYPE= ~o ',~ ........ I ~ARGET= ,J.,oO0 2?..C4,J.OO 6,5£ 519.42 .o0 513,42 5£0.58 i,i6 3.31 .00 523.40 i700. O, 5700. o. o. 659. O, 3~. 6, lOOOO0.O0 .......nv n~ 9.65 ,0o .060 Oo."~ .060 .~oo ~..~¢, ~36,92 .... · .' .......... ;,.~ 1064.08 tSECNO 23~70. 34' ENCROACHMENT ~ .. 4797 44% 500. 560. 0 m) 0 .aO 126.96 1063.~4 KSE '~ ~4320. ~':;'0 5600. O. 560% -J. (:'. 655. V. 49. 9. 10~,090.~o .10 .e'; g,55 ')'J .180 .035 .060 .000 =!8.15 937.14 , 4609 670. SE '~ 25150.070 47-~ ENCP~ACHMENT STAT]jN~= 32!,9 !080.-> 'TYPE= i TARGET= i5~.oOo 25'~;.00 6.44 526.04 .cO 526.04 5'27.'2c !.16 1.4,; .~'i 5'3o.i;- ~,;,. O. 5600. ':,. 9. 649. ,';. 54. !0. ,, .a,-', 8.~2 .~C ~"~0 .035 "~A non 519.60 q~7 'lq ~/13/85 ~6.47:.8 PAGE --SECNO DEPTH CWSEL CRIWS WSELK EG HV HL 9LOSS 3ANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA LEFT/RIGHT TIME VLOB VCH VROB XNL XNCH XNR WTN ELM!N SSTA SLOPE XLOBL XLCH XLOBR ITR!AL IDC !CONT CORAR TOPWIO ENDST *SECNO 25250.000 01HV CHANGED MORE THAN HVINS ~m~O~ 20 TRIALS ATTEMPTEDW~,~W.~L'WJ rl'e-i 93 PROBABLE MiNiMUM SPECIFIC ENERGT ~,20 CRITICAL DEPTH ASSUMED .?n~ ENCROAuHM~NT STATIONS: 938.0 .~I~3. mm A TYPr: '52~0'00 6'38 S26'38 526'38 ~26'28 ~28'75 ':' '~ 5600' 6 5GOO' O' O' 453' O' 55' 10' 100000'00 '--' '12 ,,~rj 12.27 .00 .060 .0~0 ,06'2 .022679 100. i')0. 100. 20 S <) .00 97.'M 104%02 ECNO 25450.000 3301HV CHANGED MORE THAN HV!NS ~ ?" KNCRnACHHENT ....... e- · ~4.v !174,a i304.A TYPE= TARGET= 5600' b''~' 4572, " :' .,. SS. ' 526.00 ~SECNC "= ;t, 1HV C~A~CE3 ~RE THAN ~70 ENCR]ACHHENT STATIONS= ,o~ -; ...... ~J~4.0 TYPE: i TARGET= ~l]a '~' ~ ..... . '- '" ...... ~4~. 2361. 1094. ~')O. ~24. J71. 6o. ;! §XJ.¢),.} ~-q ~ r,~. ~ ~? 2,9§ .060 '~"~ .o6~ ri(x--, ~"~ - ........ ,.~ · ......... /_, .... J~,DV .:~j,'..U -12/13/85 !6:47:38 PAGE I! SECND DEPTH CWSEL CRIWS WSELK ES HV HL OLOSS BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA LEFT/RIGHT TIME VLDB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL lOC iCONT CORAR TOPWIO ENDST c--°ECIAL BRIDGE a~ XK XKOR COFQ RDLEN BWC BWP BAREA SS ELCHU ELCHO ,ECNO ~"BA nnn 3700. BRIDGE eTKNr,-.,.,..._ i35G.00 STENCR= ~Gi7.O0 '~ESSURE AND WEiR FLgW __ :KAPE~OiD ELLC EGPRS EGLWC H~ QWEIR QPR BAREA..... ELTRO AREA ~= ' 3An 530.40 3470 ENCF]ACHMENT STATIONS= i356.~ 1617.0 TYPE: I ' ~' .... ~ 6' .20 .... "~ 523,=r' --"5580.'~0 ~.91 532.4t ~"" .... 84 . :J~i(:'55 3o. 30. 30. 2 c ] ,-~0 261.00 1617,o0 ~ECNO 25520.:;.00 ~7':) ENCROACHMENT STATIONS= iSi4. J 1575.0 TYPE= 1 TARGET= 26i.t:l().~ ..£562o..t'0 9.70 532.60 ,.~>0 532,01 532.82 .22 .20 .01 526.60 56¢'~. 33.J6. i393. )-:}!. 976. 275. 349. 67. iS. 5'25.61: "~0i~5 !50. '="' q~'~ 2 ":' ~ :o ?;.i -~', 'q7= ?:) -~!/13/8§ 16:47:38 PAGE 12 THIS RUN EXECUTED 12/13/85 17:,J9:!I --4EC2 RELEASE DATED NOV 76 UPDATED MAY i984 -iRROR CORR - 01,02,03,04,05,06 MODIFICATION - 5%51,5£~S,C4,55~C6 ---~BM-PC-XT VERSION : FE- ASTERISK (~) AT LEFT OF CROSS-SECiiON NUMBER iNDICATES MESSAGE [N SUMMARY OF ERRORS '/13/85 1~:~7:38 ?~SE i3 SUMMARY OF ERRORS AND SPECIAL NOTES L~dT!ON SECND= .000 PROFILE= I CRITICAL DEPTH ASSUMED CAUTION SECNO= .000 PROFILE= i PROBABLE MINIMUM SPECIFIC ENERGY .)T!DN SECNO= .gO0 PROFILE= ! 20 TRIALS ATTEMPTED TO BALANCE WSEL JTION SECNO= .~00 PROFILE= 2 CRITICAL DEPTH ASSUMED CAUTION SECNO= .OOO PROFILE= 2 PROBABLE MINIMUM SPECIFIC ENERGY '~JTION SECNO= .OOO PROFILE= 2 20 TRIALS ATTEMPTED TO BALANCE W~EL CA'dTiDN SECNO= .O0~ PPDFILE= ; HYDRAULIC JUMP D.S. !3!85 !6:47:38 PASE F~OO~WAY DATA, COTTONWO00 BR. IMPROVED ?'~r!LE ND. 2 ....... FLOODWAY ....... WATER SURFACE ELEVATION WIDTH ~ION .....MEAN WITH WITHOUT DIFFERENCE AREA VELgC!TY FLOODWAY FLOODWAY ~40,C:¢'6 136, 806, 7,1 51¢.G 509,6 i.~ 74%000 '~'Aaa, 754, 7,6 510,8 5!o.:) 20000.00,> 1S3. ' ~ 7,6 ,' 5 .4u. 511 : ~,,., ,6 ~"~<~ 000 !31. ~n 7.q 51i.6 ~ '.~ ='Pn.00¢, ~,. 662. 8.b 5~3.4 513.3 ~j;.~. ii,.~ .... ~ 1,,. C .......... S 521.8 .... 6' 5q¢. =qn . =~ ' 261. ' 531 .~.O.J ? '-'"qSBO.OOO.. 261 . 1766. 3.2 ,,~."~'~ 4 ="JJ~.,.~ EXISTING' COHDITIONS - CROSS SECTTOHS L.I i ...-.--4 l_IJ i ~-.,~-' ' .... ' ' U i"',.l ,,' b . ~',_ ~,,._.i .._.~. . i...., j_ F- i ["~ · ,*.'~:'.-..-,. ~--,, ~...,-:,l r-',[']A .... EVz--rN7 TX .--"! [ -,r r' i:.! r-,, "'-' ,'--' c'--C'-!,-TO~'.i 25q_50 ~3~'H 6RAPEV!~ TX or,, ? T,', ~.. ~,,' i"! 0 ~"~ ~ ~..' r' , t.,L.~ ; ; Lit ii"t ~-~ 'lk' , ' ' ~-: r':-°~-~,~nER 19, ~9~5 ., ~--~ t-.~ C~- k--- iLJ 1 ~I_ ~T) ! .......................... ..................... ' ~ ...... '-', i-i . \ / V i--- TMPROV~O CONOITTONS CROSS SECTIONS CROSS SECT]-ON }9640 COTTONWOOD BRANCH, 6RAPEVINE, TX. PLOTTED DECEMBER :~9, :~985 , -~iO ~> 'c ............ 1 .............................. L .................. ~' I , I I ! ' ".,,.770 840 9~0 DISTANCE (FEET) ~ / \ / / / ! I _! CROSS SECTION 25680 COTTONWOOD BRANCH, GRAPEVINE, TX. PLOTTED DECENBER ~9, ~985 54O 536 LD :7 I 532 III !11 7 528 © II I ~> 524 III ~ ' I III 520 650 720 790 860 930 ~000 ~070 ~40 ~2~0 ~280 DISTANCE (FEET) ~;'1~3 ............................................................................... 1_ _. I ' I '.,,_,d 'lOOO '! .tO0 1~00 1300 1,100 1500 1600 - 1 I - ! -~ --,~. C-- -!",~ . . I i/ ...................................................................... ....................................................... "~ ~3~'~'' _ _ '~ 100 li~t~O 5~00 ..1 ~1~3~I . F'rB FLOOD PLI:IIN lIND - FLOODI~RY DI=LTNi='RT'rON$ I · THWEAT ROA0 I INE A.~ I ~ll RM197 8/'~/8o 1\ zo. I Fr:(6~. PoP.'T- .. ~ ~ ZONE ~- Z' ZONE ~ ~ 8/I/80 I ZQNE Co,,o..~ Bm.ch ~:~ ~ ZONE C ~x% 9 , ........................ ~ ....... --~ .............. ~ ~ZONE A4 THWEAT ROAO .xx · J , .. m O. BETHEL EXISTIHG COHDITIONS '- PROFILES / 0 GOO :Z;,- 18~,u Z eO0 560~ 4ZOO '4 ~ %400 IMPROVED CONOITIONS FLOOD PLRIN RND FLOOOWRY DELINERTIONS ~OMPRRISON WRTER SURFRCE PROFILES - ' ~' ~ ' '~' ' 4~ -~--,~-, 0 ~ ........ "'~ '< .... .~,-:-' ._: ' .............. ~ ........................... :¢ 'i ........ 5o5 0 500 ~oOo 15oo 2000 ~0o 5500 4~0 [. I. JGENE DIETZGE~ IMPROVEO PROFILES IM P~ CONDITION - ._~ ~- ~ ,~' - ~,~,~.- ; ~ .,~.~ I 0 500 I000 I500 ZOO0 2500 '._'~000 5~00 4000 ' ' : : [ ' ,..ii 511 /-\i"~,-,[ l:;ll{. ~lFl . ) : [ '. SOIL SURVEY TARRANT COUNTY, TEXAS . ~ % :' 9 83 I . G~APE~ 50 37 6 ~ 34 36 I H£01 ULTTHRTE - CONDITION HYDROLOGY FIGURE ... 1 U.S. ARMY CDR~ DF ENE;II~IEE~ TIlE HYDRi~.OGIC ENGII~'ERING CENTER~ 609 SECONi) STRIi'T, I)(~,~IS~ ~. 95616 THIS ~C-1 ~ION CONTAI~ ALI. OPTIDN~ EXCEPT ECONDMI~, ANI) TI'iE Nb)~)ER OF PLAN~ AG REI)iJ(7.I) TO 3 1 HEC-1 IN~T PAGE 1 LI~ ID .......1 .......2 .......3 .......4 .......5 .......6 .......7 .......8 .......9 ......10 1 ID ~C-1 ULTI~TE I)EYEI.OPME]~T HYDROL~Y (CORR:5-MIN P~CIP) COTWDBRD 9-'03-85 ~ Ii) ~TTOI~4OOD BRP~ICH ABOVE DENTON CREEK (CP{~K)=460) (NEW ROUTE) 1:00 ~ 3 ID B~PE¥I~--COPPELL, TX - E~T ~Y 1~1/ SD.~T Ri) /~T ~D~T *DIASRt~4 4 IT 15 2SEP05 0 5 ID P. 0 0 ? ~ (~8-2) COTTONWOOD BRANCH AT HUI)GINS ROAI) 8 PH 1 0 0.87 1.87 3.90 5.~P 5.7~ 7.00 8.35 9.70 -- 9 PH 0 0 0 0 10 BA 1.89 11 LU .~ .07 81 12 US .50 . 1~ ~ (P8-3) COTTO~&IOOD BRANCH AT WALL STREET EAST --- 15 BA 0.9? 1F~ LU .75 .07 81 18 ~COMI~8-~&3 19 ~ COTTI]~I4001) BRANCH BEFORE ROUTING ~1 ~R-C~-~&3 ~ ~ ROUTE)) H~ROGRAPH - CDTTONWOOI) THRU SUBAREA ~0-3 ~3 RS I STOR 0 0 P.~ ~ .06 .035 .06 5000 .0041 585 ~ RX 800 900 955 1000 1040 1085 1100 IPO0 ~ RY 585 580 5T5 560 560 5?~ 580 585 ~.7 KK P8 ~ (28-4) COTT(]I~&I[E)DBRANCH AT ~THEL RitqD ~ BA .70 3O LU .75 .07 81 32 ~CDMB28-4+US 33 ~ ROUTEI) IfFDR~RAPH COTTONWOOD CDIIBINEI) WITH SUBAREA 28-4 34 HC 2 36 K# COI~I~:I) HYDRO~R~I~ R~THD ~ LI~ I0 ....... 1 .......~ .......3 .......4 .......5 .......6 .......7 .......8 .......9 ......!0 ~8 K~ (~8-5) ~D B~H AT STATE ~ 44 LU .~ .07 81 53 RI ~ ~ ~ 1~0 1040 1~5 1185 1285 IN~T ~. (.) ~ETOR ((~) ~ OF DI~R~D OE ~O ~ 6 28-2 13 . 28-3 V 21 27 28-4 V V -- 35 R-C01~28 41 28-5 ~6 C[BI~8-5 ............ V V 49 R--r_28-5+ ~dNOF~ SUGARY -- FLOW IN CUBIC FEET PER SECOND Z!~E IN HOURS, AREA IN SQUARE MILES __ PE~ Ti~E OF ~VERAGE FLOW FOR ~XI~M PERIOD BASIN MAXIMUM Ti~E OF ~ERArIDN STATIDN FL~ PE~ AREA STYE ~qX STAGE G-HOUR 24-HOUR 7~-HOUR -- HYD~OG~A~ A~' - 28-2 5085. IP. 75 !393. 471. 457, i, 89 kYDROGRAP~ bT + 20-3 26.23, 12, ~ 7.. .m' :. ~ 242. 23~. . q~ ., 2 COMBI~D ~T r~A-2 7709 .... 75 2! 10. 7¶~ 692. o ~ ~Q~JTED TO - + ~28-2& 77~. !2.75 210e. 7!!. 69Q. 2.~ HYDRC~RA~ AT ~9-~ 2! I~. 12.75 577. ~9~. .B9. .78 ._ ~ R-C29-5+ ! '. i 50.! 3. {{~ 3448. I l?. i i~. 4.6~ FLOOD HYDROGRAPH PAO(A~E ~C-I (IBM XT 51~ VERSION) -FEI) 1,1985 U.S. ARMY CORPS OF ENGINEERS, ~ HYDROLOGIC ENGINEERING CENTER, 609 SECOND STREET, DAVIS, CA. 95616 ~C-1 UI. TI~'I1E I)EI~ELO~ HYI)RO. OGY (CORR:5--MIN PRECIP) CO!I~I)BRD 9--03-85 COTT(]I~M4OOD BI~qNOi AI)OUE I)ENTON CRE]EI((CP640=460) (NEW ~) 1:00 PM GRAPElJINE-COPPE1.L, TX - mT mY 181/ ~ T)~WF_qT RD /ULT DEVELDPMENT 5 I0 OUTPUT CONTROL VARIABLES IPI~iT P PRINT CONTROL IPLOT 0 PLOT CONTROL -" OK~.~qL O. HYDROGRAPH PLOT SCALE IT HYDROGRAPH TIME DATA · IN 15 MINUI'ES IN COMPUTATION INTERVAL IDATE LxjEP05 STARTING DATE ITIME O00Q STARTING TIME NQ 100 NiI~BER OF HYDROGRAPH ORDINATES '-' NDI}ATE 3SEP85 ENDING DATE NDTIME 0045 ENDING TIME - COt~JTATION INTERVAL . ~ HOURS TOTAL TIME BASE 2%. 75 HOURS EiI~ ISH UNITS (~B-~) COTTI)~OOD BRPtJCH f~T HUD6INS P~CIPITATIDN ~TA ..... ~D~ ..................... T~40 .......................... T~49 ........... STD~ A~ = 1.89 12 ~ SN~R ~ITG~PH TP .~ ~G CP .7~ PE~I~ ~FFICIENT ~ARK TC .73HR R .23HR SNVDER TP .~ HR CP .73 UNIT H~RAPH 7 EN~,~-UERIDD DRDI~TES DIlMON HRI~ ORD RAIN LOSS EXCESS COMP Q * Oil~N HRMN ORD RAIN LOSS EXCESS C~P Q 2 SEP 0000 I .00 .00 .00 O. * 2 SEP 1230 51 .57 .00 .5~ 505~. 2 ~EP 0015 ~ .02 .00 .0~ 9. * 2 SEP 1245 52. .38 .00 .38 50~5. 2 BEP 0030 3 .OE .00 .02 34. * 2 SEP 1300 53 .31 .00 .31 2 ~P 0045 4 .02 .00 .02 64. * 2 SEP 1315 54 .15 .0~ .14 2 SEP 0100 5 .02 .00 .02 82. * 2 SEP 1330 55 ,12 .00 .12 1459. 2 ~P 01!5 S .02 .00 .02 88. * 2 SEP 1345 5~ .13 .00 .13 957. · 2 SEP ',.','130 7 .02 .00 .02 91. * 2 SEP 1400 57 .12 .00 .12 707. Z ~ 0145 8 .02 .00 .02 93. * ;~SEP 1415 58 .!1 .00 .i1 619. 2 SEP 02~}0 9 .02. .00 .02 95. * ~ SEP 1430 59 .10 .00 .I0 564. 2 SEP 02.15 iO 03 .00 .02 9% * 2 SEP 1445 60 .09 .00 .09 515. 2 SEP 0230 I! 03 o00 ,02 99. * 2 SEP 1500 6! .09 .00 .08 474. 2 SEP 0245 12 03 ,01 ,02 !00, * 2 SEP 1515 62 .07 ,00 ,07 435. 2 SEP 0300 13 03 .01 .02 !03. * 2 SEP 1530 63 .07 .00 .07 393. -'- 2 SEP 0315 ..4 03 .01 .02 105. * 2 SEP 1545 64 .07 .00 .O6 353. 2 B£P 0330 .'.5 03 .01 .02 10% * 2 SEP !6~ 65 .06 .00 .O6 324. 2 SEP O345 ~.6 03 .01 .02 109. * ~ ~P 1615 66 .O6 .00 .O6 303. 2 SEP 0400 !7 O3 .01 .02 112. * 2 SEP 1630 67 .06 .00 .05 287. 2 ~P 0415 !8 .03 .01 .02 114. * 2 S£P 1645 68 .05 .00 .05 272. 2 SEP 0430 Icj .03 .01 .03 117. * 2 ~EP 1700 69 .05 .00 .05 260. 2 SEP 0445 20 .03 .01 .03 120. * 2 SEP 1715 70 .05 .00 .05 248. 2 SEP 0500 2! .03 .01 .03 123. * 2 SEP 1730 71 .05 . O0 .05 238. 2 ~p 05!5 22 ,03 .01 .03 126. * 2 SEP 1745 72 .05 .00 .04 2~9. 2 SEP 0530 23 .03 01 .0~ 130. * 2 SEP ;800 73 .05 .00 .04 P~O. 2 SEP 0545 24 .04 01 .03 133. * 2 SEP 1815 74 .04 .00 .03 209. 2 SEP 0600 ~ .¢~4 01 .03 137. * 2 SEP 1830 ~ .04 .00 .03 192. .'~ ~.~P0615 26 .04 O! .04 144. * 2 BEP 1845 76 .04 .00 .03 175. '2SEP '..'.'630 ~7 .05 :)i .04 15% * 2 SEP 1900 77 .03 .00 .03 163. 2 SEP '..'.~4528 .05 O0 .04 !76. * 2 SEP 1915 78 .03 .00 .03 !55. 2 SE~ ~271)0 29 .05 O0 ..95 !~. * 2 SEP 1930 79 .03 ,00 .03 150, ,~ SE.~ 0715 3¢ .05 :;c~ .05 212. * £ SEP 1945 80 .03 .00 .03 145. .... ~ SE.; 0730 3! .05 O0 .05 224. * 2 SEP 2000 81 .03 .00 .03 141. -" SEP -..'.'745 32 .06 .~] .05 235. * 2 SEP ~15 &?. .03 .00 .03 137. 2 SE;: 0800 33 .06 .00 .0~ 245. * 2 SEP ~30 83 .03 .00 .03 133. -.. :' _;£P 0815 34 .96 .(..~] .06 256. * 2 SEP 2045 84 .03 .00 .03 129. 2 S£P 0830 3~ .06 . O0 .06 269. * 2 SEP 2100 85 .03 .00 .02 126. · ..8~ 36 .06 2~. * 2 SEP 2115 86 .03 .~ .02 1~3. ;' 5EP 0900 37 .07 .00 .07 ~7. * 2 SEP 2!30 87 .03 .00 .02 119. ~. ~P 0915 38 .¢~ .00 .08 319. * 2 '3EP 2145 88 .03 .00 .02 117. ~. SEO 0930 39 .09 .00 .09 3~. * ~ SEP ~-200 89 .03 .00 .02 114. ?. SEO ,)945 ~0 .tO .00 .09 391. * ~ SEP 2215 90 .03 .00 .02 ~ SEP !000 41 10 . O0 .10 4~7. * ;~ SEP ~.230 91 .02 . O0 .02 :09. 2 SEP !015 ~ 11 .00 .11 463. , 2 SEP P~45 ~ .OE: .00 .02 !06. '2 SEP 1030 43 13 .00- .!2 504. * 2 SEP 2300 93 .02 .90 .02 104. .-' ~£P 1045 44 12 .00 .11 542. * 2 SEP 2315 94 .02 .00 ,{)2 10~, 2 SEP !10¢ 45 13 .~ .13 568. * 2 S£P 2330 95 .~ .00 .02 99. 3 ~£P i115 46 ~ .00 .28 665. * .2 SEP 2~5 96 .02 .(~} .02 .2 SEP 1130 47 3~ .0<) .34 932. * 3 S£P 0c)00 97 .02 .00 .02 95. _~ SEP 1145 48 47 .00 .47 !337. * 3 SEP 0015 98 .00 .~ .00 85. 2 SEP 1200 49 98 .~ .98 2002. * 3 SEP 0030 99 . O0 .(.30 .00 57. .~ SEP 1215 50 1.84 .0(~ I. 84 3454. * 3 SEP 0045 100 . O0 .00 . O0 L:5, TOTAL ~qlNF~L = ~. 68, TOTAL L055 = .~]~ TDTAL EX~ = ~.~ G~R 24~R )~R 2~. ~R + (CFS) (HR) (~S) (I~S) 6.~ 9.~9 9.273 9.273 13 XK * 2B-3 * (2B-3) CDTTDNWOQI) BR~4~ AT WALL STRE~ EAST SUBBASIN RUNOFF DATA 4= ~ SUBBASIN ~ARACTERISTI~ TAREA .97 BUBBAS1N AREA PRECIPITATION DATA 8 ~ DEPTHS FOR I-PERCENT HYPOTHE'FIC~ STORM ..... HYDRO-35 ..................... TP-40 .......................... TP-49 ........... 5-~IIN 15-~iIN 60-41IN 2-HR 3-HR 6-HR 12-HR 24-HR 2-DAY 4-DAY 7-DAY lO-DAY · 87 1.87 3.90 5. ,-,- 5. 74 7. O0 8. 35 9. 70 . O0 O0 . O0 O0 STDRM AREA = .97 _. iE, LJ UNIFD~ LDSS RATE STRTL .?5 INITIAL LDS~ C~TL . O? UN!FO~ LDSS RATE RTiI,IP 81.00 PERCENT IMPERIOUS AREA 17 L'-ms SNYDER UNiTBRAPH TP . ~ LAG CP -,o PE~IN~ COEFFICIENT SY~)~'TIC ~CU~LATED-AREA VS. TIME CURVE WILL BE USEI) ~IT HYDROGRAPH PARA~ETE~ CLARI< TC .73 HR R .23 HR SNY1)ER TP .50 HR CP .73 UNIT HYDRAGRAPH ? END-OF-PERIOD DRDINATES 240. 73!. 8¢5. 473. 144. 44, 13. -- HYDROG~P~ t~T STATION 88-3 DA MI3N HR~ DRD ~IN LOPES EXCESS C~ D * D~ MDN H~ ORD RAIN L~S EXCESS C~P Q 2 ~P {Y~5 4 .~ (~ .02 33. ~ 2 SIP 13!5 54 .15 .~} !4 1164. ~ 2 SEP 01~} 5 .OR ~ .~ 4R. * 2 SEg 13~) 55 .12 .00 !2 749. 2 SEP 0!15 6 ,02 ~ .02 45. * 2 ~P 1~5 ~ .13 ,00 !3 491. 2 ~u 0130 7 .02 00 .02 47. · 2 ~} 14~} 57 .12 .00 12 362. _. R ~P 0145 8 .02 ~) .02 48. * ~ SEP 14!5 ~ .!I .00 !! 318. 2 SEP 02~) 9 .0~ O0 .02 49. * 2 SE~ 1430 59 , i0 ,00 !0 289. R ~P {~15 .' O, ,03 O) .02 50. * 2 ~EP I~5 ~<) . Oq,. {]{3.. ?~q~, 264. 2 ~P 0230 I! .03 O0 .02 50. * 2 ~P 15[~ 6! .09 .00 .OE 243. 2 ~P 0245 12 .03 O1 .02 51. * 2 SEP 1515 68 .07 .00 .07 223. 8 ~P 03~} !3 .03 0! .02 53. * 2 SEP 1530 63 .07 .00 .07 201. 8 ~P 0315 !4 ,03 0! .08 54. * 2 ~P 15~5 ~4 .07 .00 .06 18!. -- 2 SEP 0330 !5 .03 O1 .02 55. * 2 SEP !600 65 .06 ,00 .OE 166. 8 ~P 0345 !6 ,03 Oi .02 ~. * 2 SEP iBi5 66 .06 ,(E} .06 !55. 8 SEP 0400 17 .03 Ol .02 57, * 2 ~P !630 67 .06 .~ .05 !47. ~ ~P 04i5 18 .03 0! .08 59. * 8 SEP 1645 ~8 .05 . ~} .05 140. 8 ~P 0430 !9 ,03 O! .03 60. * 8 SE~ 1700 69 ,05 .00 .C'5 !23. 2 ~o 0445 80 .03 O! .03 6!, * ~ SEP i715 70 .05 .00 .'}5 !2% 2 SEP 0500 2! .02 Oi .03 63, * 2 SE~ 17~C 71 .05 .00 .-}5 128. 2 ceo 0530 ~R ,('{3 ~l .03 66. * '~ SEO ~8~3,~ 73 '2 ~P 0545 R4 ,04 O] .03 68, * ~ ~En !815 74 .0~ .00 .J2 !0% 2 SEP {3~0(l 25 . ~.4 , - ,-,c, 98. 8 SEP 0645 '~B .05 (~) =04 90. * 8 SEP !915 ~B .<G .00 .03 80. 2 SEP '}700 ~9 .05 (~, .05 !00. * 8 SEP 193(= 7~ .0~ ,0(: .OZ 77. 8 SEO ~745 38 , <~- ~) .05 !20. * ~ SEP ~015 SE' . OS ,0(' .-)~ ~0. 8 SEP 0800 33 ..36 ~ .05 126, ~ 2 SEO 20=J0 2 SEP 090} 37 .07 .~ .07 152. * 2 SES 8130 87 .CS ..}0 01~ Si. 8 SEP 0930 39 , Og . O] .09 181. * 2 SE~ 2~00 89 . OZ , ')0 <'2 58. 8 SEP iO~ ~I .!0 .00 .!0 8!9. * R SEC' 2220 ?'. .<'i ,0<~ <'R 56: 2 ~P I0~) 43 .!3 O0 12 258. * 2 SE~ 2~?" ~ SEP !!30 47 .34 .00 .34 478. * 3 SE~~ 00>) 4 SEn 1800 49 .99 .00 .98 !(,29. * 3 HEP 003 :, 95 .00 .0(- , TOTAL ~!,~ALL = 9.69: TOTPL LDSS = .38, TOTAL EXCESS = 9.31 PF_A~ ROW TIME MAXIMUM AVERAGE FLOW 6-HR 24-+iR 7~-HR 24, 75-HR + (CFS) (HR) (CFS) + P683. 1~. 75 717. P48. 235. 235. (INCHES) 6, 069 9. 271 9.585 9. PBS (AC-FT) 355. 480. 480. 480. -- CUI~ULATIVE AREA = .9? SO MI ~DRDGRAPH AT STATION COM628-2 SUM OF 2 HYD~PHS DA MON HRMN {]RI) FLOW * DA MON )qRt~d O;{D FL~ * DA ~ ~tRM~ {]}{D FLO~ * DA ~N .~R~ ORI} FLOW 2 HEP O0O0 1 O. * 2 HEP 0615 26 218. * 2 SEP 1230 5! 7665, * 2 HEP !845 76 264. 2 HEP 0015 2 13. * 2 HEP 0630 27 2~. * 2 S£P 1245 ~ 7709. * 2 HEP 190<, 7'/ 246. 2 SEP O030 3 52. * 2 HEP 0645 28 L:~. * 2 HEP 1300 53 5509. * 2 SEO 1915 78 235. -- 2 SEP 0045 4 97. * 2 SEP 0700 29 295. * 2 ~P 1315 54 3427. * 2 SEP !930 79 227. 2 HEP 0100 5 123. * 2 HEP 07!5 30 320. * 2 HEP !330 55 .~08. * 2 HEP i945 8O 2!9. 2 HEP 0115 6 133. * 2 HEP 0730 31 339. * 2 HEP 1345 56 1448. * 2 SEP 201~} 8! 213, .- 2 HEP 0130 7 !3~. * 2 HEP 0745 32 355. * 2 S£P 1400 57 1069. * 2 SEP ~.)15 82 2£:?. 2 HEP 0145 8 !4!. * 2 HEP 0800 33 37!. * 2 HEP 1415 58 937. * 2 HEP 2030 83 20!. 2 SEP 0200 9 !44. * 2 HEP 0815 34 388. * 2 SEP !43) 59 853. * 2 SEP ~045 84 195. 2 HEP 0215 10 !46. * 2 HEP 0830 35 ~06. * 2 SEP 1445 60 779. * 2 HEP 2100 85 190. 2 BEP ~30 !! !49. * 2 HEP 0845 36 427. * 2 _~EP 15% 61 7!8. * 2 HEP 2115 86. !85. 2 SEP 0245 12 152. * 2 SffP 0900 37 450. * 2 HEP 1515 62 659. * 2 HEP 2130 67 181= 2 SEP 03c~) 13 155. * 2 SEP 0915 38 483. * 2 HEP 1~0 63 594. * 2 SE~ 2145 88 176. 2 SEP 0315 14 158. * 2 SEP ~30 ~ 533. * 2 HEP 1545 64 534. * 2 SEP 22% 89 i72. 2 SEP 0330 !5 i62. * 2 HEP 0945 40 59!, * 2 HEP !600 65 490. * 2 SEP 2215 90 168. 2 HEP 0345 16 16~. * 2 SEP !000 41 646. * 2 HEP !6!5 66 459. * 2 SE~ 2230 9! R SEP ~O0 17 169. * 2 SEU 10!5 42 7(,I. · 2 HEP 1630 67 433. * 2 SE~ ~45 92 !60. 2 SEP 0415 18 173. , 2 HEP !030 43 762. , 2 HEP 1645 68 4!2. , 2 HEP 23C~ 93 157. 2 BE~ n430 19 !77. * 2 SEP 1045 44 8!9. · 2 SEP ~ ' . ,to0 69 393. · 2 SEP 2315 94 154. 2 HEP 0445 20 !81. * 2 HEP 1100 45 859. * 2 HEP !715 70 376. , 2 SE.~ 2330 95 150. · " 2 SEP (~-t~'} 2! 186. * 2 ~ 1!15 ~ !O06. * 2 SEP 1730 71 360, * 2 SE~ 2345 96 !47. 2 HEP 05!5 22 !91. * 2 SEP !130 47 1410. * 2 HEP 1745 72 346. * 3 SEn t~)O0 97 14~. 2 ~P 4~30 23 196. * 2 SEP 1145 48 ~23. * 2 HE_n !BO0 73 333. * 3 SE~ c.x)i5 98 '.28. --- 2 HEP 0545 24 202. * 2 HEP !20C~ 49 3031. * 2 HEP 1815 74 316. * 3 HEP 0030 99 8~. 2 SEP %00 25 208. * 2 SEP 1215 50 5235. * 2 SE~ 1830 75 29!. * 3 SE~ 0045 I00 38. PEAK FLOW TiME MAXIMUI~ AVERAGE FLOW B-HR 24-HR 72-~R 24. - + {CFS) (HR) · 77.'.39. 12. ?5 21 !0. 712. 692. 692. -_ :2 [ NC~ES+ 6. 858 9. 263 9.2~7 9. ~ATIVE AREA = 2.86 S(2 ~i '- 21 KK · R-~8-S& * 3 ROUTEI) HYI)RDS~PH - CO,TTONWOOI) THRU SIJ~REA. 28-3 HYI)ROG~PH ROUTiNB ..... 2.3 RS STORAGE ROUTiNO NSTPS 1 ~ER ~ SLFBREACHES ITYP STDR TYPE DF INITIAL CONDITION RSVRIC ,00 INITIAL CD~ITiDN X .00 WO~ING R P/ND O COEFFICIENT 24, RC NORMAl_ BEPTH ~ANI~iEL ROUTING ANL ,~0 LEFT DVERB~I~ N-VALUE ~ ,035 ~IN CHANNEL N-VALUE mR .060 RIGHT OUERBANK N-VALUE RLNTH 5000. REACH LENGTH GEL .004'. ENERGY SLOPE ~X 585,0 NAX. ELEV, CDR STO~AGE/~TKLDW CP~CULATION CROSS-SECTION DATA 26 RY ELEVATION 585. O0 580. O0 5-/5. O0 560. O0 560. 00 ='~= ...... ..' 580, OO 585. O0 ::~ RX DIST~ 800,00 ~0,00 9~,6~ iO(M),O0. !040,00 ' CO, PUT., ED STDRPGE-DUTP~DW-ELEVAT i ON ._. STORAGE .00 6.64 14.47 23.49 Z3,70 45. II 5%7! 7!,5) ~6, ~_~ 102.66 [)JTFLOW ,00 177,67 585,58 ~198,70 o¢~,Q J' 3055,¢6 4j.:,",~ 5816, 68 ~65,70 9576. ;~_..__~ Ku~"ml~ .~ 560.00 ~!.3P ,588. G3 ~3.95 ~5, P6 566, 58 567,89 s6q .., 81 570,53 571,84 S'~ORAC-,E !~. 03 138. 59 158..63 ID1.33 806. 80 835. 06 '-267.75 308, _~0 356.79 OUTFLOW ~1859,98 !~4~8.95 1768~.95 Pt~7,76 ,.~77,!. 30406.79 3C406.'"6 ~,0976.89 ,~7~ q._;. ~T!ON 573. 16 574.47 575. ?9 577.11 578.42 STq. ~4 58!. ,'~5 588, W 583, 68 ~,~, · ** ~RNING *** ~ODIFIEI) PiS i~)JT!NG ~Y BE N~R!CALLY [~T~BLE FO~ rJU~FLOWS BEZWEE', 3055, TO 54145, THE ROLrrED HYI)I~)G~PH SHOULD BE EX~iNED ¢0~ ~ILLAT:~S O~ rjLiT~L,]WS SREPTER ~BP.N ~PK THIS CAN BE CDRREC~D BY DECREASING THE TIF, E I~TERVA,_ jP ?~Ci'i,::E_ASiNE :~',~:,~ .... P ~EAC;-, H~DROGRAPH AT STATION R-C28-2& -.. ~ ~NH~O~ ~ STO~ STYE*DA M~H~N O~ ~ BTO~ STAGE* DA M~HR~ O~ ~FL~ STO~E STYE 2 ~P 0030 3 16. .6 ~0.1 * 2 ~P O~ 37 ~9. 11.5 ~.! * 2 ~P !730 7! 375. 10.4 562.0 2 SEP 01~ 5 71. 2.7 560.5 * 2 SEP 0930 ~ 492. 12.7 5~.3 * 2 SEP 18~ 73 345. 9.9 561.9 2 SEP 01~ 7 113. 4.2 560.8 * 2 ~P 1~ 4l 597. 14.6 ~2.7 * 2 SEP !830 75 3!2. 9.2 2 ~P 0145 8 124. 4.6 ~0.9 * 2 SEP 1015 42 ~. 15.6 ~.8 * 2 SEP i~5 76 288. 8.7 56!.7 .... 2 SEP O~ 9 132. 4.9 561.0 * 2 ~P I030 43 719. 16.4 ~.9 * 2 SEP 1~] ~ 265. 8.3 2 SEP 0215 10 1~. 5.! ~1.0 * 2 ~P 1045 44 ~8. 17.3 5~.0 * 2 SEP 1915 78 248. 8.0 56!.5 2 ~P 0230 1! 142. 5.3 561.! * 2 SEP 11~ 45 828. 18.0 563.2 * 2 ~P 19~ 79 236. 7.8 56!.5 2 SEP ~45 12 !46. 5.4 ~1. i * 2 ~P II15 ~ 914. 19.3 ~3.3 * 2 SEP 1~5 80 ~7. 7.~. 56~.5 2 ~P 03~ !3 !49. 5.6 561.1 * 2 ~P 1130 47 1156. 22.9 ~3.9 * 2 SEP 2~p 8! 219. 7.~ 5~i.5 2 SEP 03~ 15 I~. 5.8 561.2 * 2 SEP 12~} 49 2475. ~.7 565.8 * 2 SEP ~30 83 ~}7. 7.2 ~!.~ -- 2 ~P 0345 !6 159. 5.9 ~1.2 * 2 SEP 1215 50 41~. ~.9 ~7.7 * 2 SEP 2~5 ~ 201. 7.1 561.~ 2 SEP O~ 17 !62. 6.1 56!.2 * 2 ~P 1230 5i 6603. 78.2 ~9.8 * 2 SEP 21~ 85 195. 7.0 561.4 2 ~P 0415 18 166. 6.2 ~1.2 * 2 SEP 1245 52 7795. ~.3 ~0.7 * 2 SEP 2!15 ~ !90. 6.9 56!.4 2 SEP 0430 19 170. 6.3 561.3 * 2 SEP 13~ 53 6492. 77.3 569.7 * 2 ~P 2130 87 185. 6.8 561.3 2 SEP 0445 ~ 174. 6.5 ~1.3 * 2 SEP !315 54 4~. ~.8 ~7.9 * 2 SEP 2145 ~ !80. 6.7 ~!.3 2 SEP O~ 2! 178. 6.7 56!.3 * 2 SEP 1330 55 280~. 42.3 5~.3 * 2 SEP 22~ 89 i~. 6.6 ~!.3 2 ~P 0515 ~ !85. 6.8 ~!.3 * 2 SEP 1345 56 1870. 31.8 ~.0 * 2 SEP 22!5 ~ 174. 6.5 5~1.3 " 2 SEP 05~ 23 191. 6.9 561.4 * 2 SEP !400 57 !315. 24.9 ~4.1 * 2 SEP ~30 9! i70. 6.~ 2 SEP 0~5 24 197. 7.0 ~1.4 * 2 SEP 1415 ~ 1~7. 21.3 5~.6 * 2 ~P 2245 ~2 167. ~.2 56i.2 2 SEP O~ ~ 202. 7.1 561.4 * 2 ~P !430 59 9~. !9.4 5~.4 * 2 SEP 2300 93 !~3. 6. i 561.'2 2 SEP c~15 ~ 2!0. 7.2 ~!.4 * 2 SEP I~45 60 ~4. 18.1 5~.2 * 2 SEP 2315 ~ 160. 6.0 561.2 2 SEP 0630 27 ~22. 7.5 561.5 * 2 SEP 1500 6! 763. 1%! 563.0 * 2 ~g 2330 95 !56. 5.8 ~!.2 2 ~P ~5 28 243. 7.9 ~I.5 * 2 SEP 1515 ~ 70!. 16.2 562.9 * 2 SEP 2~5 ~ 153. 5.7 561.1 2 ~P 0700 ~ 269. 8.4 ~1.6 * 2 SEP 1530 63 64~. 15.3 ~2.7 * 3 SEP 0000 97 150. 5.6 2 SEP0715 30 ~. 8.9 ~1.7. 2 ~P !~5 64 ~9. 14.3 ~.6. 3 SEP 0015 98 I~4. 5. i 2 SEP 0730 3! 320. 9.4 561.8 * 2 ~P !~0 65 532. 13.4 562.5 * 3 ~P 0030 9'9 !28. 4.8 560.~ 2 SEP 0745 ~ ~9. 9.7 ~1.8 * 2 ~P 1615 66 491. !2.7 ~.] * 3 SEP 0045 100 ~. 3.~ 560. T .... 2 ~P ~ 33 356. 10. I 56!.9 * 2 SEP 1630 67 460. 12.0 562.2 * 2 ~P C~15 34 372. 10.4 ~1.9 * 2 SEP I~5 ~ 434. !1.6 ~2.1 * ~EAK FLOW TI~ ~XI~N A~E crOW 6-HR 24-HR 72-HR 2t.,, ~R (CFS) -- (!~S) ~. ~53 ~. 247 9. 253 9.25~ ~E~ S~ORA~ T:~E MA~IR~M AVERSE STORAGE 6-HR 24-H~ 72-HR 24.75-HR + (~-F-) (H~ OEA~ STAGE TIME MAX!M~ A~RAGE STAGE 6-kR 24-~ 72-HR 24. ~HR ~YMULAT~VE ~E~ = ~.~ SQ 128-~)) CSTTD~ BRANCH ~T BE.,THEL SUBBASIN ~UNOFF DAT(~ .... ~ BA SUBBAS!N C~RACTERiSTICS ~AREA ,70 SUBBASIN AREA ~R~C:P. A~IQN DATA S ~H DEPTHS FDR I-PERCENT HYPQT~T!CAL STORM ..... HYDRC-3§ ..................... TP-40 .......................... TP-49 5-MiN 15-M!N 60-N!N 2-HR 3-HR G-HR 12-HR 8~-HR 2-DAY ~-DAY 7-DAY !O-DAY ~ A 5. PP ~ 74 7.00 6.35 .. . O0 · 87 !. 87 ~. 9.. ~. 9. ?0 40 . ~) .00 STDR~ A~EA = .78 .. STRTL .75 iNITIAL LOSS CNSTL .07 UNiFDRM L~S RATE ~T~MP 8! ..... O0 ~RCEN~ 'MPE~.OUS' T AREq '~! ~c ~NYned UN!TGI~ADH CD .~ PEPPING COEF~iC'"E~T EYNT~'w"ZF- ~CCUMUL~'rED-ARED VS. ~'ME CLRUE Wi,_L BE USED UNI- HYD~RAD~ ~MET-',E.qS HYDROGRRPH AT STRTION ~ON ~RMN ~ ~IN LOSS EX.SS COMP Q * DA MON ~N ORD RAIN LOSS EXCE~ C~P Q ~p ~00 1 .~ .~ .~ o. · 2 ~p 230 51 .57 .00 .5~ 210i. ~P ~!5 2 ,~ ,~ ,~ 4, * 2 SEP · ~ 52 .3B . O0 .38 21 !2. SEP 003~ 3 ,02 ,~ ,02 14. * 2 SEP I3~ ~3 .~i .~ ,31 150% ~P 0045 4 ,~ ~ ,02 26, * 2 SEP !315 54 ,!5 .~ ,14 936, SEP 0100 5 .02 ,00 ,02 ~4, * 2 SEP !330 ~ ,12 .00 .12 603, SEP 0!'~,~ B ~?~..~ ,~J .02 ~. * 2 SEP !345 56 ,!3 ,~ ,.~ 3~, SE~ ~1%, ~ ~2 ,00 .02 38. * 2 SE~ 14~ 5~ . !2 ,00 ,12 291. ~. ci,~' ~- 8 n2.~ ,~ ,02 38. * 2 S~P .4,~' ~ ~ ~" ,~ , -~'~ 255, SEP 0200 o 02 ,00 .02 39, * 2 SEP 1430 59 I0 .~ ,!0 232, SEP 0215 I0 03 ,00 ,02 ~, * 2 SEP 1~5 60 09 ,00 ,09 '2!'2, SEP 0230 ~I 03 ,00 ,02 41. * 2 SEP 1500 61 ?9 .00 ,08 !96, ~ 02~5 !2 03 ,01 ,02 41, * 2 SEP 1515 62 07 ,00 ,07 !79, SEP 0~0~ 13 '~ ..... ~ ,51 ,02 42, * 2 S~P 15~ 63 07 .9~ ,07 Ib~. SEP 03? i~ ')3 n~ 02 43, * 2 ~o 1~5 64 ~'~ .00 ,~ 145, SEP 0330 ._~= o~.~ , '~'.~ , 02 4~, * 2 S~P I~0~ 65 , OG · t~ . OG !33. .BE~ 0345 ~c. 03 .oi .02 45 * ~ SEP 16!5- 66 .06 .00 .06 SEe 0400 !7 03 .0! .0~ ~. , 2 SE~ !630 67 . SEO ,~1~ 18 ~ "' .02 '-~ , 2 SEP 1645 68 .05 .00 .05 ~'~ SEP ')4]0 i~ .03 .0! .03 ~8. * 2 SEP !700 69 .05 . O0 .05 107. ~E~ '~= :r, ~ ~, O~ 49. .... · ~' SEP ~7~s .05 3E3 "=~" :': . ~3 . ~::'i c,~ 53 .... 04 9!. · .,~ ........ * ~ SEP ~ 800 73 .05 . O0 %~_ "~'"~..-.,, 24 .0~ ,ill.. 03 55. * -~ SEO i~!5 74 .0~ ,~ ~Er ')600 25 . :)4 .)i 03 57. * ~ SEP :830 ~ .0~ . O0 .03 7g. 5:~ ::>~ i: 2~ . % . :}1 04 59. * ~ 3EP ~$~5 7[. .04 .00 .03 q~p .... c:~ :~,~. _.:* . ..~,' ..... . .._ .'a_ 55. * fi SEP 1~0.. ~. · . .)3. c'~ .03 67. SE~ ".%~: ...... 2q n~ .00 '~=- .......~0. * ~ SEP ' =XC, 7g .03 uO .... . v: 62. SEO .?73(: 31 .05 ,00 05 9E. * 2 SEP 20~) 81 . :::5 . O0 .03 58. :E~ '":~= :': .'J6 .~)3 05 97. * 8 SEO 20:5 ~2 , O] . O0 ,93 56. SE; qEn.'. ~.:: . ."F.__ · '"~'_.. .')5 .~(}~... + : _q=:_ ._..,¢-.:"::'" 8Z · ...-.a:· ;)0 '*:..,~ ~5._ ~¢~ 0815 34 , n~ '"~ .06 1:%. * 3 SE: 2n45 '~E: ' ~ :r. ~ . :':F, :)6 .06 ' ~ ~ ...... <zu__ ':'.~i5~ ::~ .r,7 ...... .iY- .06 116. * 2 S:~ ~115 db .03 .06 '.,c' ~'~-... ~E2 0900 3: .0- .'7,:: .07 123. * 2 SEu 2130 87 .03 .00 '0:: 49. r 09:5 :5 . ':',8 "¢' .08 ':" ~" SE: ';9% 39 .09 .00 .09 145. * 2 SEP 22(~:' 89 .::'~ SEu 0915 ~':' . !0 .~J .09 '.E, 1. * 3 SEP ~S15 :EP ..... a, ,,: ,'r . i0 176, * ~ SEa i230 · ~E~ :('I~ AP ~1 .~ ~, ,q~ + ~ SEP '":'= SF: ' '~= ~ :2 .':~:, : i 223. 94 iv,_- * 2 qcO :'3:5 ,00 "'~ 42. ~ ~ :)0 834. * : ~E~ 2~:''~ q= ,')2 08 4!. SE* ~ in[ ~5 ': !3 q=o_._ ~;; .... ....... 46 .29 :'~l .28 274, , 2 SEP P~'&5 ~ .02 .00 08 40. ~F;__ ,._..,, ~.'. &7 .3i ~"~.. . ~ ~84. * .~ S=O_. ~-0.)0 ~. · .08 . O0 no...~ 39. SEP il&5 ~8 .47 O0 ,47 551. · 3 SEP 0)!5 S8 .00 .00 00 35. ~' -. 828. * 3 SEP 0030 qq ,00 · O0 SE? !3!5 5(' :. B6 :X~ i, B6 !433. * 3 SEP 0045 i,::K'. . ')0 -- TOT~qL RIq. iNKP. LL = 9.69, TOTAL LOS~ = .3~, TOTAL EXCESS = 9.3! PEAH KL~.W ~'~K;, .~ M~XiMUM AVERAGE FLOW. --- 6-HR 2~-HR 78-HR 24. '~J-HR (CFS) ,'.HR) (CFS) + 21 !2. 12.75 577. 194, 189. 189, . N,.~, 6. 872 9. 274 9. 287 .. ,. :~-FT) 286. 386. 386. Jq~6, cuMU,..,, .~VE AREA = .78 SQ Mi *** *** *** *** *** **-, *** *** ,e, *** *** *** *** *** *** *** **.* *** *** *** *** *** *~ *** *** *** *** **-* *** *** *** *** *** -~.E ~K * SOMB2B-~ * 'US * * ******~*****~* -- Ru~.:~, HYDROSRAPH CCTTDN~OD CDMB, iN~ WiTH SUqAD~A 28-4 Z~ '~C ,~¥D~DGRAPH CD~BiNATiCN :C3MP 2 NUNBEq '~ uYD,Qm~R~S TO :4YDROGRA~ AT ':? ~' .. A: .,DN COMBSS-4 SUe '-."-= E H'FDROG~PHS * * * D.z --.". -'!~); Zi] ---2;; * 2A .,'q. Ch ~.RMN 8RD ~'L.C;,;* DA MON HR~ ~RD FLOW * DA MC.'N ;-(RMN CRD ~'L~ * * * 2 .~F_: Z Z<:C ' Z:, * Z SED 0615 ~ 259, * 2 -'.E-'~ 1230 5'. 8703, * 12 SEP !845 76 !6..'m. ; -.-.-,__ ...... ~":.~ q.,.._ ..'F~ .,,.~- * E :"P (83} 35 _..,-','"'".-. * 2. SE-,-,- .,,,~."' ': 60 ..~ F:,.~7,. *- 2 SEP 2!0(.'- 85 247, _ J.-: .._ .. ................ .~ -, .... .~ ._'-m,~., £ --._-_- ,-.=.~: ,z _-".}~, . ~ :~ li'~n 4: ~ * 2 SED 1615 66 6!6. * : EEo 042) !9 .218. * 2 SEP I:)45 44 I(.'01, * 2 SEP 1700 69 519. * 2 SED 2Z15 94 202. 2 ~EP ,]'"~5 E:) .223. * ~ SEP 11t~(· ~5 :06~. * 2 SEO '.7!5 70 495. * .=' SEP 2~0 95 197. ~ '.~P ')5{'0 2! 829. * 2 SED !!15 '~6 1!85. * ~ SED !7:~C. 7! ~73. * 2 5ED 2.345 ~ 193. _: .qEP 06(<; 25 259. * 2 SED 1215 5(' 55£5, * m~ SEP 1830 75 391, * 3 SEP (()45 100 109. * * * ~AK FL~ TiME MAXI~dM AVERSE FLOW 6-HR 24-HR ?2-HR 24.75-HR + (~ra) (HR) (CFS) (l~S) 6. ~ 9. ~5~ 9. ~60 9. ~60 CU~JLATiVE AREA = 3.6~ SQ U~,N~ uYgR~ ~ED TNRU 28-~ ~YD~G~A~H ~DUTi~G ~TA 37 ~S STO~E ~]UTiNG ,(~) INiTiaL CONDITION .00 WORKING t AND D CD~IC!ENT , :]6] zEST OVERBANK N-V~UE ~LN~- ~w).). ~E~]H _?~GTH SEL .0,)~0 E~E~G~ SLOPE [~OSS-SECT!ON --- _E~ O.JERBANK --- + ...... C~PL~EO STORA~-GUT~LC'w-E.EVA~]3N DATA THiS CAN BE CD~REC'ED BY ],EC~EqSiN5 ~E -i~E iNTERVPL Gq ZNCREASI~G STORAGE ~']SE ~ LONGE~ :E~C~..' ~ ~N ~R~ ORD Ob.--FLOW STORAGE STAGE, ~ ~ HR~ OR~ ~TFL~ BTO~ ST~ * ~ ~N HRMN ORD ~T~_~ STOR~E - ,,~0 0. .0 5~.0. 2SEP 08~ ~ 470. 17.5 527.5, 2SEP 1700 69 551. !9,5 527.7 ~ SEP 0?,5 2 I, ,! 525,0 * 2 SEP ~5 36 493, 18,1 527,6 * 2 SEP 1715 70 ~3, 18,9 587,7 2 SEP 0030 3 6, ,~ 525,! * 8 SEP 09~ 37 519, 18,8 ~7,7 * 8 SEP !730 7! 499, !63 527.6 ~ ~P 0045 ~ 20, i,i ~5,8 * 2 SEP 0915 ~ ~I, 19,5 587,7 * 2 SEP 1745 78 ~, 17,8 ~7,5 '"2 SE~ 0!00 5 <, 8,8 525,3 * 2 SE~ 0930 39 5~, 20,4 527.6 * 2 q~P 18~ 73 46!, !7,2 587,5 2 SE9 0115 6 ~, 3,6 525,6 * '2 ~P 0945 ~ ~1, 21,5 ~8,0 * 8 SEP !815 74 4~3, !6,7 E SE; ')~) 7 89, ~,9 525,8 * 2 SEP 10~ 41 703, 88,8 588,! * 8 SEP 1830 75 4~, !~,! 587.3 -- i ~P 01~5 8 110, 6, I ~5,9 * '2 SEP 1015 42 ~, 24,~ ~8,3 * 2 SEP 1845 76 3~7, !5,4 527,2 : SEO')200 9 !28, 7,' 586,! * 8SE~ 1030 43 8~. 86.0 ~8,5' 8BEPlg~ 77 370, I~,6 587,1 ~ SEO 0815 I0 :~3, 7,~ 526,2 * 2 SEP ~045 44 983, 87,6 588,7 * 8 SEP 1915 78 344, !3,9 2 SEP 0250 il 155, ~,5 526,3 * 2 SEP I1~) 45 993, 29,' 52B, 8 * 2 SEP 1930 79 323, !3,3 526,9 ! SEP 08~5 :2 ~, 9,0 586,~ * 2 ~P 1115 ~ i4~3, 30,9 529,0 * 2 SEP 19~5 ~ ~7, !8,8 526,9 E SEP 0300 13 '8' q, 3 5~.,4 * ~ SE~ !i~0 47 1885, ~4.7 529.4 * c SE~ ~t~ 8! ~4, ~8,5 58~,8 ~ SEZ'v~' 's ~q~ g,& 58~,~= * 8 SEP 12~} ~9 851~, 5%8 5~1,~ * 8 SE~ 8030 83 873, 1!,9 52~, Z ~o 03~5 16 :98, 9,~ 526,5 * 8 ~P 18!5 50 4104, 73,0 533,3 * '~ SEP 8045 84 ~5, 1!,7 58~,7 ~ SEO %00 17 'b:8, 9,9 525,5 * 8 SEP 1830 51 679% !13,8 535,7 * 2 SEP Bl¢) 85 857, l!,~ 526,7 ~ SEP '-)~3C. :~ 8i2, 10,1 526.5 * 8 SE~ 1300 5~ B961. 139.1 53~,3 * 8 SE~ 2!30 B7 84~, !!,0 526,7 ~ SEO 0500 .~i 2i2, i'),~ 586.6 * 8 SEP i~30 55 4595. 85,6 533.8 * 2 SE~ 2800 89 231, 10,7 526,6 2 S'E~ ')53'7 2] 2]5, !0,8 52E, E * 2 SEO i400 57 2i72, 50,1 530,9 * 2 SEP 2230 91 221, 10,4 526,6 : cFz. :':60'- :'~ S~5. :,E 586,7 * 8 SE; :430 59 !340, 35,7 589," * :~ ~EP 2300 93 8 .... 8,2 ~ ~E~ ')63" ~ 868, 158 586,~ * 2 SEP !500 61 10~, 30.~ 589.0 * 8 SEO 2330 ~ ~)3, 9,9 586,5 2 SEO .)7';'.;, ?~ ~:':', '.Z,9 526.9 * '2 SEP !530 63 885, 86,8 588,~ * 3 SEP C~0 97 !95, 9,7 586,5 2 SFo ':'715 % %0. l~,~ 52%0 * 8 ~P !~5 64 806. ES, I 528,4 * 3 SEO 0015 98 !89, 9,5 526,~ ~ SE~ 98'7'(, 33 ~Si. 16.2 527,3 * 2 SE~ 1630 67 6~. ~:.: 587.9 * ......... ~7.4 ~ ~P 1~5 68 584, .:,,, o 527.8 * :E~'- :LC; -:% MAXI~JM ~VER~E FLOW 6-HR 84-HR 72-HR 8~. 75-HR {CFS) - ~LSE, ~Z, ~5 8681. 90~. 875, 875, (]NCHESi 6.849 9,815 9.8!7 9,~17 DE~ S-JD~GE ~IME MAXi~U~ AVE~qGE STO~AGE 6-H~ B4-M~ 72-HR mdt -~ qo :ED~ ~-RGS TZ~E ~XIMUN CVERA6E ST~ 6-¢R ~fi-HR 78-HR 24, 7E-HR + (FEE- 'FR~ -~ '~]MLiLPT~VE A~ = 3.64 SO (28-5) ~~ ~ AT STATE SU~B~IN ~FF ~T~ ~BBRSIN CHA~TERIST!~S i. 05 SUBB~IN PRE[ZPlT~T~ON D~TA .~ ~ ~PTHS FOR !-PERCENT ~XwEYICRL STORM ..... HYDR~5 ..................... TP-40 .......................... TP-49 ........... .... R 2~-HR Z-DAY ~-~Y 7-~Y iO-DRY ,87 !. 8V 3. ~3 5. ~2 5.74 7. O0 8.35 9, 70 , O0 . O0 , O0 , O0 STORM QRED = I. 05 C~TL .,)7 UNI¢ORM LOSS R~TE .... .,~ ~E~KiNB CSEFF~[IENT ~_ N"N~T'~= i ~C~MUL~ED-~RE¢ VS, TZ~E Sure N!LL BE USED UNiT H'YD~R~D~ ~RD~ETE~ 'C .7~ TD ,50 HR CD ,73 UNIT ~ END-OF-DE~IOD CRD!~TES · ~ ~ON HRMN ORD R~!N - ~. n ~lH L~ EXCE~ CO~P Q -- ~ MDN HRMN uR- * ~7 · ~ .56 ~883. 8 SEP OO~) 1 '~] '~ '~ O. * E SEP 1830 51 .' '" . 2087. 8 SEP (Q15 8 .08 '~ '~ s. * 8 SEP 1845 58 .3B f~ '33~ 8B38. 8 SEP 0030 3 ,08 ~) ,08 ~9, * B ~P 13~ ~ ,31 oo 1859. 8 SE~ .0~) 5 .08 .00 .08 ~5. * E SEP 1330 ~ ~8 -- 2 SEO .)Lt5 6 .08 . ~X~ .08 ~9. ~ ~ ~p !3~5 5G . !3 .00 ~- : ~9 0130 7 .08 .00 .Oa St. * 8 SEP I~) 57 .ia .00 .!8 398. ~ - , 8 SEg t~30 sq .10 .00 .~0 313. " O0 ,09 8 SEP 0~0 9 .08 · (~ .08 5~. 60 . O~ 8 SEP 08!5 ~o 03 .~' .08 5~. * 8 SEg t~5 .09 .00 ~ qFP 0830 ~ .0~ .O0 .08 55. * i SEP tS~ 6! --- " 8SE° !530 63 .07 - .06 -- ...... K '- 8 SEO 03~.0 t5 .03 .01 .08 s9. * 8 SEO :~[~ 65 .06 -' Z ~o 03a5 t6 ,03 .Or ,08 E.%, * 2 SEO 16~ G6 .~ ,00 Z SE~ Oe)O t7 .02 .01 .08 68. * ~ SEP 1630 57 .8G .~) .05 Z SEP .:.4:5 !8 .0~ .Or .08 63. * 8 SEP !6~5 ~ .05 .00 .05 tSt. i SEO O~iO t9 .0i .0! .Ol. 65. * 8 SEP '.70) 69 .05 .00 .05 Z SE~ .'}~5 80 .03 . Ot .03 67. * ~ SEP t7!5 7Q .05 . ~ .05 ~ SEP 050(. 81 .0! .Or .03 68. * 8 SEo t730 7t .05 .(Q .05 ~, = PB , rj~ . OL . O~ 70, * 8 SEO i745 78 .05 , OO ,0~ 187. ~ SEP ~ ..... .Or ¢~3 78. * i SEP '.800 7~ .O5 .00 .O~ t88. , . , - -- · ,~) .03 ~07, ..... ' ~qEP t900 77 .0~ '' .(G ~6. ~ SEg '~' 5 ~f' qs .00 .05 ~t7. * Z SE~ ' q~S ~c~ . 2 SE~ 0800 ~3 .06 . fE~ ~ i S6. * Z ~-~ . O0 .:' SE~ 090(' 37 .- 17% * B9 O~ .C~O r. ~c' .- ~0 . f)O . tO 837' * ~ ~E~ 2~0 9] . O~ .00 ' ~ SE~ ;~s 98 ,08 .30 ' ('~ 59. '~ S~P t0c~3 41 , ,, ~57, * q3 ,08 · ')) ~ ' .... ,0~ '~ ' ' ~ ~E~ tO30 43 ' ~ ~',~ , t~ 88% * o SEP ~lt5 g~ . O~ ' 2 ,00 . t t * nO TBT~L ~!~ALL = 9. E,9~ 'tOTAL LOSS = o 38, TOTAL ~XCC~SS -- 9. 3~ DEAE F~_OW T:ME M(~X!MUM AVER(~GE FLOW G-HR PA-HR 78-HR 24.75-HR (CFS) (HR) (CFS) + 8838. !2.75 776. 262. 254. 254. ( INCHES) 6. 86? 9, 270 9. 284 9. (AC-Fl') 385, 519, 520, 5PO. "' CUMULATIVE AREA = 1.05 SQ )ii ~6 A~' * CQM~28-5 * +US ~!~D N~ROB~PHS 48 dC HVDR~RAPH COMBINATION iCOM~ 2 ~MBER ~ ~YD~PHS TO ~MBi~ ~YD~RAPH AT STAT!DN SUM DF ~ HYDROGRAPHS ....... " ,.~ * 2 SEP 1900 77 " 2 ~ ?~)~ 5 S~.. * 2 SEP 07~5 30 458. * ~ SE~ 1330 55 540~. * 2 SE~ !~45 80 387, 2 'q~:__ -)145 ~ 162, * ~' SEP ~00 ?., 560, * 2 SE~ ..~.,' ': SA_ !%9. * 2 SEP 203) 83 3~7. ...: ..... i%, * 2 SEP 0830 35 619. * 2 SE~" : 60 ~sA, Z SE~ rmZ. OC :3 237, * ~ SEP 09i5 38 729. * Z SEP i530 53 !103. * 2 SEP 8!~5 88 308. E EE~ ,'J315 14 245, * 8 ~P 0930 39 786, * ~ SEP 1545 64 ~002. * 2 SEP 2200 69 294. ': ::: -)~30 15 258, * 2 SEP ~9~5 40 858. * 2 SEP 1600 65 91~. * 2 SEO ~15 ~0 288. 2 SE: r-~= 'A ~I 94~. o 282. ...... 258. * 2 SEo '.~JO ' * ~ SEro !~15 66 848. * 2 SEP 2230 2 SEP ~)~45 ~0 883, * B SEP 1100 ~5 ~306, * ~ SEO :7!5 70 ~0. * ~ SEP 8330 95 859. ~.~ 4G t~52. * 2 qK~ 17~0 71 * SEP 2345 96 "._. ~' .B.~. * d SEP 17~ 72 607. * 3 SEP OOt~ 97 248. :' EEO-}53~': 2:: J~J~. * d SEP !145 48 2~52. * 2 SEP !8(~ 73 584. * 3 SEP {~)15 .., ~ .ul.~ . sSq , ~ SEP 0030 i SEF' ,)5~5 2~ 316. * 2 ~:~ !81)0 49 3633, * ~ SEP" : ~ ..... 808. Z ~P ,:,600 :CS ~5. * 2 SEP !215 50 6031. * 2 SE~ :830 75 5~9. * ] SEP ~)45 !~ !66. ~ FL~ TI~ ~Xi~M AVE.RIdGE 6-4R 24-Hq 78-HR 84.75-HR ~- CFS> (HR) (CF~) + '~!~. 12.~ ~, !1~, 1!~, 1129, (INC~S) 6. ~0 9. ~7 9. 232 9. 232 (~-~) 1713, 2308, R~. 23~. CUMULDTIVE DR~ = 4.69 SO Mi .-8-..:','~ COTTO~OD BRANCH ~RU SU~REA 2~-5 J::' ~S ~TDR~GE ~P~ : NUMBED DF SUBRE~HES TVD OF r t--t.~ ' iTYD STDR .. E ~N~ ~Au C~D!TION gNL . CiSO LEFT OVE~NK N-V~UE ;~,C~ . :)40 ~IN CH~EL N-V~UE :"R .040 ~iHH~ OVERBDNK N-VALLE ~L;-H ~6,)C:, RE~H LEITH ~20.,', ~nX, EL~, FOR STOR~E/C~TFLO~ C~CUL~:!O~ ,~RDSS-5=c~ :UN DDTD --- _~FT '~ER~NK --- + .... ~DIN C~NNEL ........... ~IGHT DVE~B~NK --- 5~ ~' E~EV~ON 57, C:') S15. O0 510. O0 49% O0 495.00 E~'). 0) 5!5.00 520.00 STGR~GE 23'), 4~. SGE. lC) 306.36 360. ELEVA-?~ 5(:8. :;. 509, ~ 51(..~9 5'.'2.1 ! 513,42 5!4.74 5!6.05 51%37 5~8.68 57).00 BYDROGRAP~ AT STA~'iON R-C2.8-~ ~ON HRMN ORD OG~OW STO~ STYE * DA MON HRMN ORD ~TFLOW STO~ ST~ * DA ~N R~ O~D ~TFL~ STO~ ST~ SE~' ~00 I O. .0 4~.0 * ~ SEP 0830 35 565. 28.6 497.7 * 2 SEO 17~ 69 769. 34.9 498. SEO 0015 2 1. .1 4~.0 * 2 SEP 0~5 ~ 599. ~.7 497.8 * 2 SEP !715 70 723. 33.5 498. SE~ 0030 3 ~. .3 495.0 * 2 SEP 09~ 37 633. 30.7 497.9 * 2 SEP 1730 7! 684. 32.3 498.0 SED :X~5 4 II, l.O 4~.I * 2 SEP (815 ~ 670. 31.9 497.9 * 2 SEP J4.~ 7~ 6~. 3~.· 49%9 SEP 01~ 5 26. ~ ~ ~9 ....* 2 SEP 0930 39 714. 33.2 498.0 * 2 SEP 18~ 73 62~. 30.4 497.8 SE~ 0~15 ~ 43, 3,4 ~,3 * 2 SEP 0945 ~0 768. ~.9 4~.2 * 2 SEP 1815 74 597. SE; 0130 7 63. 4.9 ~95.5. 2 SEP 1000 41 834. 36.9 ~98.3 · 2 SEP 1830 75 570. 28.8 497.7 SEP 0145 9 83. 6.5 495.7 * 2 SED 10!5 42 910. 3%3 4~.5 * 2 SEP 1845 76 54!. 27.9 497.6 SE~ 0200 q 104. 8.! 495.8 * 2 SE~ 1030 43 9~. 41.9 498.7 * 2 SEP 19~ 77 514. 26.9 497.6 . ~. 9.7 ~q6 n , c SED 1045 44 1~5. 44.7 ~.9 * o SEP 19!5 78 ....... .-o .. I 1186. 47.4 4~.! * 2 SEP 19~ 7q 458. 24.6 497.~ SEP 02e5:2 iE4,, 12.5 ~.3 * 2 SEP !!!5 ~6 1~6. ~.2 4~.3 * 2 SEP I~5 ~ 433. 23.6 497.3 SEP 0300 13 !87. ~? 7 496.4 * 2 ~P i130 47 1484. ~ i 499.6 * 2 SEP ~000 B1 41~ ~.7 497.2 SEP 0315 .... '~ 209. i4.6 496.5 * 2 ~C~ ~.~t~:_~. 48 !849. 6~.7 ~%3 * 2 SEP 2015 ~ 392. 22.0 497.! SEP 0330 15 285. !5.] 4%.5 * i SEP 1200 ,9 8587. 81.7 501.3 * 2 SEP 2030 83 37~. 2!.3 ~EP 0~00 17 2,7. !6.1 ~%.6 * B SEP !~30 ~' 6758. !~8.8 ~5.4 * 8 SEP BI~ 85 3~. 80.3 497.0 SSP 0415 18 855. !G. 5 4%.G, ~ SEP !2i5 58 9~!. 2!t. 4 ~7.5 * 2 SEP 8115 86 ~. !9.8 4~.9 SEO 0430 i~ 863. 16. B ~%.7, 8 SEZ' 1300 53 11150. 8~.7 ~8.] * 8 SEP 8~30 87 388. !9.4 ,96.9 - '~ ~ soS. q, 8 ~P 88~) 89 3~0. 18.7 4%.8 ...... ~ .... 18.4 4%,8 ...... =~. i7.5 49E.7 * c SEP !345 56 =2qO. :36.5 504.2 * 8 ~EO 28!5 ~ SEP 05~0 '23 891. !7.9 ~%.8 * 8 SEP 1400 57 ~778. 106.9 5~8.7 * 8 SEP ~0 91 895. 18.1 496.8 =?. ......... :Bu. 78.3 * 2 93 ~ .... ~,~) ~ 308. IE. 6 ~%.8 * P SE~ 1~0 59 ~'" 500.7 SEP 8300 8~8. ' 496.7 SE: 07D:: :: 4E'9. ~2..5 49%3 * E SEP 1500 65 1044. a3.4 ~98.8 * 3 SEO ~)30 99 240. I%8 496.~ ~Eq~' ;L2~ -;~E MPXiM!JM qVER~GE FLOW S-HR ~4-~ 73-uR -~4. 235. 13. 'X~ 94. 39. 38. 38. oEPk STAGE ri~E ~Xi~U~ ~VE~AGE STAGE E-~R 2~-~¢ 72-qR ~4.7~HR ';FEET) 508. ]1 ! ~. 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O. 3~. 5. 520.10 .04 .00 10.59 .00 .060 .035 .0~0 .000 509.60 nA~7~ &4~. ovO. oar. 0 0 0 .00 .... ~,~.~ 1075.37 _ zz,zv.v~ ..... 5TM 25 .00 .00 5z~.97 ~.73 ~.~0 .00 lillE. ~. Ili15. O. O. !052. O. 50. 7. 523.40 .05 .00 10.57 .00 .060 .035 .0~0 .000 512.90 925.58 · ..~,"~'~,. v;&4O, ,n~O. 760. 2 0 0 .00 149.93 i075.42 i!'~..~. ?,. i11'c: .:. 5._ O. 1045. O. 62. g.. 525.80 "? '-'" ~<; A'~ ""-' .06;) .015 "'"~ .000 ,~ib..50 ¥,.o.7,., f)r,~'m,: 4~,0 500. 560. 0 0 0 O0 1~9.51 1075.25 i~,(;i ~V CH~N[--~_[~ MORE TH~N ~-~z,..;,., '.,.% :~z!.~ .~0 .00 ".~.zS.~ . ,.'"::~,, 2.32 . /~. 52B,lO .... . 52. 0 g. zv~b. 0 -" .0~ .05 ~g.? ,00 .O&O .0~5 .O&O .000 ':"-~-,,. v `~''., .;-' .'~ ~ - ......... Z ~]..~,~ , a~ ,, . ,~'.~,~ q)~ A~ 1..~4 1.03 . "' ~::. ~}. ,,;~. O. O. 984. O . 83 . ,z.'" 530.10 '" "~ ~ 3c .00 06" O-m ,~.~ ...,v ...... ,.~ .~-~ .0~0 .rug ;tg.&O 927.4~ ........ vu. ~(;~. _ 0 0 .~0 146.17 1073.59 SE[NO ~EPTH £~SEL CRI~S ~SELK EG flV HL OLOSS BANK ELEV O QLG9 ~rn~" QROB. ALOB ACH AROB VOL TWA LEFT/RIGHT TIME VLOB VCH V~OB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR IT~IAL IOC ICONT CORAR TOPWD ENDSi '-' 36~3 PROBABLE MINIMUM ~PECIFIC ENERGY ]Z2.0 CRITICAL DEPTH ASSU~ED 25250.00 8.37 528.37 528.37 .00 531.33 2.97 .76 .Ag 529.80 9152. O. 9152. O. O. &d2. O. 85. 12. 529.80 .10 .00 13.82 .00 .0~0 .050 .0~0 .000 520.00 ~43.86 .021039 I00. I00. i00. 20 11 0 .00 113.29 I057.14 ISECNO ~c ~ ,~nn 3301HV ~HAN,E., ~ORE THAN HViNS 25aSO.~'J l!.4& 532.25 .00 .00 532.68 .42 ~.09 .2& 525.00 --- 9,.J2. '~ "~.~&. 46[3. 1953. Zl~ . Zz.."l 571. 91. 14. 526.00 .II ~.61 A.40 3.~2 .O&O .050 .O&O .000 520.80 .~Ozau~ 2§0. 200. zOv. 2 0 0 .Og ~57.!4 145~.51 ~_CNO 25550.:)00 255E~.00 t2.t~ 532.~ .~0 .00 512.89 .23 .19 .~2 52~.50 ....... ~ 127] 487. [014. ?l. ~ · !2 3.00 5.55 2.54 .OSO .050 .060 .000 520.50 1!8&.51 .... 001479 !00. I00. 100. 2 0 0 .00 601.~9 1Z88.40 ? XK xX~R ..~r g .°.[:LEN BWC BWP E~AREA 5S £LCHU ELCHD BSECNO .[~EF'TN. ~ucr~ CRIWS WSELK EG HV HL OLOSS BANK ELEV d_uB 0~,, OROB ALOB ACH AROB VOL TWA LEFT/~IGHI · Lo~ v,.H VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLgBL XLCH XLOBR IT~IAL IBC ICONT CORAR TOPWIB ENDSi ~CHV= .100 CEHV= .~00 iSECNO ~c~r, gOi~0! '50 z. .060 .050 .075 .000 522.90 11Z3.42 · :.-. I50. i50. 0 0 0 .00 ~49.3~ ..... v.zO Z14.a7 .... '~ .... 50. 2 0 0 .go 520.5~ 12~5.00 ....... ~qvo. Ia08. 34~. I]9~. 555. lzO. i24 20. 528.20 ~ 3.88 ~=.~ 2.87 .OgO .050 .075 .000 523.70 !i71.71 ~A~4~7 , CA 150. ....... THAN 77QK ,~qv ,.~ v ,~,. 529 '~ a n~ :0 ~q 2.g4 .2&O 0~0 .075 ~" 11~5 2' ._. ~ ,vuO 524,90 .v~..u;,~. ~O0. 200. 200. z 0 0 .~vn~ 292.44 1427.65 'X" .00 536.67 L.TM 1.~2 .gq ~ ~ ' A ~ v · ZJ. THIS RUN EXECUTED 12117185 16:01:07 HER~ Rnr~SE DATED NOV 7~ UP~TED MAY 1984 - ERN~R ~DR - 0!.02,03,04,0S,0~ MODIFICATION- 50,51,52,53,54,55,5~ I BM-P~-XT VERSION .~,,c- ASTERISK. (%) AT LEFT OF ~, O .... CT~ON NUMBER iNDICATE5 MESSAGE IN ~UMflARY OF ERRORS' l~T -- [:gTTONwC:DD BRANCH ULT[MA ~UMMARY PRINTOUT ,~...~ x~-, :, vCH uc.' iH TOPWD XLBEL R,[~ QCH CRiWS K~XNCH ~?q~f ~O 700.00 ,,.,r ~.~ q.]? ?q n0 :og. V::2.vO .Ol} ]S.O0 __-: ..... '_..:..-'Eg.fiO ox'~ an o.o.o0 5.09 tO.~O ~49.3~ 3~.60 ~z0.6O 15S&.54 .OO 50.OO SECNO XLCH Q CWSEL VCH ~EPTH TOPWID XLBEL RBEL OCH CRIW5 K~XNCH 26020.00¢ 20O.OO 7795.00 533.69 10.35 8.79 292,44 529.60 529.80 6087. ii .OO 50.00 26020.000 20.00 7795.00 534.15 9.33 9.25 299.75 529,60 529.80 5799,Z5 .00 50.00 26420,000 400.00 7795.00 535.a? 8.79 9.27 140.71 534,80 538.i0 7786.52 .OO 30.00 12/!7/B5 15:56:~7 PAGE !0 SUmmArY OF ERRORS AND SPECIAL NOTE5 CAUTION SECNO= 19540.000 PROFILE= i CRITICAL [!EPTH ASSURER C~TiON SECNO= 25250.000 PROFILE= 1 CRITICAL DEPTH ASSUMED SAUTION SESNO= 25250.000 PROFILE= 1 PROBABLE ~INIMUN SPECIFIC ENERGY r~TnN -r n- n~cn nnn .~.~A~S ATTEMPTED TO BALANCE ' ~' WS~ CA~TiON SECNO= 25580.000 OROFiLE= 1 HYdRAULiC JUmP O.S.