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Home My WebLink AboutDrainge ReportDRAINAGE REPORT For DWS, Inc. Gateway Subdivision Phases 2-4 Forrest Drive and University Drive College Station, Texas Prepared by Bury+Partners -SA, Inc. 10000 San Pedro, Suite 100 San Antonio, Texas 78216 June 2003 DRAINAGE REPORT For DWS, Inc. Gateway Subdivision Phases 2-4 Forrest Drive and University Drive College Station, Texas Prepared by Bury+Partners -SA, Inc. 10000 San Pedro, Suite 100 San Antonio, Texas 78216 "I hereby certify that this report for the drainage design of the Gateway Subdivision, Phases 2-4, was prepared under my supervision in accordance with the provisions of the City of College Station Drainage Policy and Design Standards for the owners thereof." State of Texas No. 87617 -~~~--- June 2003 !:\Drainage Reports\DWS, Inc\367-001\Flysheet.doc.vrc '--------------'-----BURY t PARTNERS---------------~ Bury +Partners l\un +1';1rl1u·1·s-S '\. 111('_ ( :rn 1s1d Ii 11µ; 11:11gi l)(_'('f'S/Su I'\ t'.\ ()J'S IOOOO S;111 l'i·dro '\v1·1111('/S11i l1· 100 S;111 \11!011io, 'l'l'\;i s 7H2 l(i 'l'l'I 210/52'1-9090 l<';i ' 2 I O/'i2·1-0'i29 \\'\VII .IHI rvp;iri lll'l'S .('0111 Pri ncipals J 9 2003 l.arry C.ll<'inl!'r.l'.I•:. Une , 1\l;irl, It .loh11 so11, P.K S1<·v(·11 I). Eklund, P.E. Paul .I. Bury, Ill, l'.I':. Crq.!;ory ~. Stn niska, l'.I·: . .l11 mrs B. l\niµ;lll, P.I•:. 11sso"i"'" Mr. David Scarmardo \\'illia111 0. Sd1ock, P.I·:. Austin DWS, Inc. c/o Fred Paine Kling Engineering & Surveying P.O. Box 4508 Bryan, Texas 77805 Re: Gateway Subdivision Phases 2-4 Drainage Study, College Station, Texas Dear Mr. Scarrnardo: Two copies of the drainage report for the above referenced project are provided for your review and comment. The report details the drainage design history, undeveloped condition, developed condition and detention issues. Please call our office at (210) 525-9090 if you have any questions. Sincerely, ~L2~ Coy D. Armstrong, P.E. Project Manager !:\Drainage Reports\DWS, Inc\060903 Scarmardo.doc.vrc Washington, 0 .C. Dallas Houston INTRODUCTION The Gateway Subdivision Phases 2-4 are located near the intersection of University Drive and Forrest Drive in the City of College Station, Brazos County , Texas. (See Site Location Map, Exhibit 1). The proposed development consists of a ±25.6 acre development of condominiums, commercial tracts, and other medium density residential subdivisions. A tributary to Burton Creek passes through the site as indicated on Exhibit 2. A FEMA Flood Study indicating the limits and elevations of the 100-year floodplain was previously prepared and submitted for approval by Mitchell & Morgan, LLP. The purpose of this drainage study is to analyze the pre-developed and post development storm water runoff conditions and to determine whether onsite detention will be required to account for the additional runoff generated by the development. A detention pond designed for the ±32.5 acre Gateway Subdivision retail center located east of the subject tract was designed with the construction documents for the Home Depot and is currently under construction. This detention pond was over designd to account for the ultimate development of the subject tract. This report will show that the existing detention pond was over-sized to take additional storage from drainage area DAlAP. However, due to an increase in storm water runoff at Study Point "A", onsite detention may be required for drainage areas DA2P and DA3P. A HEC-1 hydraulic model was utilized to develop the required 2 year through 100 year existing and proposed conditions of the site. The drainage areas and existing and proposed impervious cover calculations were received from the Civil Engineer developing the site (Kling Engineering and Surveying) on March 26, 2003. These areas and calculations were implemented in the following report. In accordance with the City of College Station Ordinance #1728, the following narratives, calculations, and exhibits are submitted for your review, comments, and approval for the proposed development drainage plan. EXISTING CONDITIONS The existing topography shows that the ±25.6 acre project site is split into four drainage areas (DAlX, DA2X, DA3X, and DA4X), all of which terminate upstream of Burton Creek. Along with the four drainage areas , the adjacent property to the east also drains into Burton Creek (see Exhibit 2). Although the adjacent site is not fully developed, the detention pond was designed and our calculations are based on a 100% developed condition. The adjacent tract to the east is known as Gateway Subdivision Phase 1. This subdivision has provided a detention facility within the north portion of the 32.5 acre drainage area DA2. As previously mentioned, the detention pond is oversized to accept future runoff from a portion of the Gateway Subdivision Phases 2-4. 1 Two points of interest, Study Point "A" and Study Point "B" were analyzed to determine the existing conditions of the drainage areas shown on Exhibit 2. Study Point "A" is just downstream of the subject tract. Study Point "A" is further downstream where the runoff from the subject tract and the adjacent property to the east combine. The following flow rates for the 2-100 year storms were calculated using the SCS TR-55 method. The flow rates were based on a 24-hour rainfall Type II storm for the City of College Station (see Table ill-3 Appendix A for variables), SCS Curve Numbers (CN) for the various types of land cover (see Table III-4 Appendix A for variables), and time of concentration using the Lag Method. The Lag Method is calculated at 0.6 * Tc. Initial abstraction was also accounted for based on the CN for the type of land use (see Table 4-1.-Ia Appendix A for variables). The calculations based on these conditions are shown in the detailed HEC-1 analysis (See Appendix B for calculations). It should be noted that the HEC-1 analysis does not take into account the Burton Creek watershed floodplain water surface elevation. The following tables summarize the drainage areas, curve numbers, time of concentrations and peak flows calculated by the HEC-1 model . TABLEl EXISTING DATA Drainage Area Area (Sq.Mi) CN (SCS) Tc (Hours) Time (Hours) DAl 0.0664 77 0.233 .14 DA2 0.0508 94 0.200 .12 DA4 0.0189 77 0.167 .100 DAlX 0.00818 75 0.610 .366 DA2X 0.00502 75 0.495 .297 DA3X 0.01035 75 0.167 .100 DA4X 0.00908 75 0.167 .100 Note: Time = 0.6 (Tc) is used for lag time. TABLE2 EXISTING PEAK FLOW SUMMARY Study Point 100 Yr (cfs) 50 Yr (cfs) 25 Yr (cfs) 10 Yr (cfs) 5 Yr (cfs) 2 Yr (cfs) A 627 554 493 408 335 232 B 131 113 98 77 60 35 Since the detention pond capacity is to be analyzed with this report, the following computations were used based on the approved drainage/detention report for the Gateway Subdivision Phase 1 dated August, 2002 by Bury+ Partners, Inc. See Table 3 for detention pond capacity. 2 ~---------------BURY r PARTNERS---------------~ TABLE3 DETENTION VOLUME SUMMARY (With Tailwater) Contour Elevation Area (ff) Volume (fi3) Notes 26I.OOO 29,600 0 262.00 60,436 45,0I8 263.00 74,068 II2,270 264.00 87,700 I93,I54 265.00 I00,638 287,323 266.00 113,575 394,430 267.00 119, I20 510,777 268.00 I24,665 632,670 269.00 I25,964 757,984 Spillway Elevation 269.00 757,984(ft3) 270 .00 I27,262 884,597 Top of Earthen Berm PROPOSED DEVELOPMENT DRAINAGE The proposed development drainage areas are shown on Exhibit 3. As previously stated, a portion of this drainage study is to verify that the existing detention pond was oversized enough to accept additional flow rates from drainage area DA-IAP. The previous table (Table 3) depicts the volume of the pond at one foot contour elevations . Our results show that the proposed peak flow runoffs are fully detained by the existing detention pond including drainage area DA-IAP (See Table 5). Drainage areas DA-IBP, DA2P and DA3P do not contribute to the peak flow rates and volume of the detention pond but rather discharge directly into the Burton Creek tributary area DA4P. This direct runoff of storm water generates flows that exceed existing conditions, therefore additional detention may be required for drainage areas DA2P and DA3P. The SCS method along with a HEC I model was used to analyze the proposed conditions. The following tables depict the drainage areas, proposed uses for each area, curve numbers, time of concentrations, proposed storm water peak flow calculations, and water surface elevations in the detention pond for the 2-IOO year storm events. TABLE4 DRAINAGE AREAS & USES FOR PROPOSED CONDITIONS Drainage Proposed Use Area (Mf) CN (SCS) Tc (Hours) Time (Hours) Areas DAI NIA 0.0664 77 0.233 .I4 DA2 NIA 0.0496 94 0.200 .I2 DA4 NIA O.OI26 77 O.I67 .10 DAIAP Condominiums 0.00962 98 O.I67 .10 DAlBP Condominiums 0.00484 84 O.I67 .10 DA2P Commercial 0.006I6 94 O.I67 .10 DA3P Medium Density Res. 0.01035 87 O.I67 .10 DA4P Undeveloped 0.00908 75 O.I67 .10 floodplain 3 '-----------------BURY 'PARTNERS-----------------' Note: Time = 0.6 (Tc) is used for a lag time. The two areas of interest, Study Point "A" and Study Point "B", were used to identify the analysis of the proposed 2-100 year storms. The two points are located at the same area of the existing conditions study points. See the following table for the proposed peak flow conditions. TABLES PROPOSED PEAK FLOW SUMMARY Study Point lOOYr 50Yr 25 Yr lOYr 5 Yr 2 Yr (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) A 625 556 498 416 346 246 B 156 137 122 100 82 56 Water Surface Elevation in existing detention pond (ft) 267 .83 267.28 266.81 266.17 265.60 264.77 CONCLUSION The purpose of this report was to analyze two situations regarding the Gateway Subdivision Phases 2-4. The first part was to analyze the capacity of the existing detention pond with portions of the proposed Gateway Subdivision Phases 2-4 contributing to it. Our study shows that the capacity of the pond is adequate for drainage areas DA-lAP and a significant portion of drainage areas DA-2P and DA-3P. However due to elevation constraints, drainage areas DA-2P and DA-3P will not contribute to the detention pond. Therefore, as shown on Table 5, the water surface elevations for the detention pond are based on drainage areas DA2 and DAlAP storm water runoff. Also, as shown on Table 3, the spillway elevation of the existing detention pond is located at 269.00 feet. Therefore, the existing detention pond provides more storage volume than required. The second part of this study was to analyze the downstream effect of the proposed development at Study Point "A" and Study Point "B". The following table shows the comparison of existing and proposed · conditions for the 2-100 year storms. TABLE6 EXISTING AND PROPOSED PEAK RUNOFF SUMMARY Study Point 100 (cfs) 50 (cfs) 25 (cfs) 10 (cfs) 5 (cfs) 2 (cfs) Existing A 627 554 493 408 335 232 Proposed A 625 556 498 416 346 246 Net Difference (-2) +2 +5 +8 +11 +14 Existing B 131 113 98 77 60 35 Proposed B 156 137 122 100 82 56 Net Difference +25 +24 +24 +23 +22 +21 4 '-----------------BURY PARTNERS---------------~ Based on the above calculations, Study Point "A" which is the most downstream point of interest, shows a net (-2) cfs storm water runoff in the 100-year storm. Since the existing detention pond was oversized, full storm detainment in the 2-100 year storms was achieved for the Gateway Phase 2 condominium development (DA-lAP). The net decrease in storm water runoff in the 100-year storm is due to this detainment. The 2-50 year storms show a net increase in runoff ranging from 2 to 14 cfs at Study Point "A". The increase in the lower storms is due to the runoff conditions of the proposed development not contributing to the detention pond but rather directly discharging into a tributary of Burton Creek. Just upstream at Study Point "B", the net increase in storm water runoff ranges from 21 cfs to 25 cfs. The increase in runoff is due to the increase in impervious cover on the subject tract. Since no future development can occur between Study Point "A" and Study Point "B", additional detention for the 2-50 year storm events should only be required for the increase in runoff generated at Study Point "A". Additional detention for the 100-year event will not be required because the current design actually detains 2 cfs more than the existing conditions . The additional runoff generated for the 2-50 year storm events (2-14 cfs) will be detained during the development of D A3 P. 5 '------------------BURY PARTNERS-------------------' ~ Bury+Partners Colll111£inc lncineen and Suneyora S.. h...._ T-Td 110/&a--Fu ZI0/125-G521 oc.,,ri&hl 11111:1 llllJ•hrtaon-U.., .... DATE: 05/21/03 SCALE: N.T.S. VICINITY MAP N.T.S. COLLEGE ST A TION GATEWAY ESTATES COLLEGE STATION, TEXAS DRAWN BY: ENW FILE: G:\367\01 \EXHIBITS\EX36701.DWG I EXHIBIT 1 SITE LOCATION MAP PROJECT No.: 367-01 APPENDIX A CITY OF COLLEGE STATION SCS TABLES Storm Table III-3 24 Hour Rainfall Depths for1Selected Storm Return Periods Return Period, II t II 24 Hour Rainfall Depth, (Years) r (Inches) 2 4.5 5 6.2 10 ·7.4 .25 8.8 50 9.8 100 11 . 0 From Nat i onal Weather Service Isohyetal Charts For Selected Return Periods .. ~·· 25 II p 11 Table III-4 Curve Numbers and Percent Impervious Afea For Various Land Cover and Land Use Category Land Cover: Natura1 Woodlands Natural Grasslands Landscaped Areas lmperv i ou s Areas· (Pavements, Rooftops, etc.) Land Uses: Low Density Residential Medium Density Residential High Density Residential Business/Co111T1ercial Industrial Percent Impervious % 0 0 0 100 38 52 65 85 72 Curve Number 75 75 77 98 84 87 91 94 92 From "Urban Hydrology For Small Watersheds, Technical Release No. 55" of the Soil Conservation Service 26 \ \ ., \<!; -, Tabfo 4•1.-Ia. values for rttitoff curve numbers . Curve 1. Curve Ia number . ('m) number (in) 40 8.000 70 0.857 41 2.878 11 0.817 42 2.762 72 0.778 43 2.651 78 0.740 44 2.645 74 0.703 45 2.444 76 0.667 46 2.348 76 ·0.682 47 2.255 77 0.597 48 2.167 . 7g 0.664 49 2.082 79 0.632 50 ·2.000 80 0.600 51 1.922 81 0.469 52 1.846 82 0.489 63 1.774 83 0.410 54 1.704 84 0.881 65 1.636 85 0.858 56 . 1.571 86 0.826 57 1.509 87 0.299. 58 1.448 88 0.278 69 1.890 89 0.247 60 1.888 90 0.222 61 1.279 91 0.198 62 1.226 92 0.174 63 1.176 93 0.161 64 1.125 9' o.ua 65 L077 96 0.105 . 66 LOSO t6 o.oss .. :'~ 67 0.985 91 0.()62 68 0.9'1 98 0-041 69 0.899 APPENDIXB HEC-1 EXISTING CONDITIONS HECl S/N: 1343001909 HMVersion: 6.33 FLOOD HYDROGRAPH PACKAGE (HEC-1) MAY 1991 VERSION 4. 0. lE RUN DATE 05/09/2003 TIME 10:44 :17 * Data File: C:\WINNT\•vbhOOOF.TMP U.S . ARMY CORPS OF ENGINEERS HYDROLOGIC ENGINEERING CENTER 609 SECOND STREET DAVIS, CAL I FORNIA 95616 (916) 756-1104 *"'****** * .......... * * * * * ** * * * * * * *. * * * * ***** ** *** ** ... ** * * * * ***** ******* **** **** ** * * x x xxxxxxx xxxxx x x x x x x xx x x x x x xxxxxxx xx xx x xxxxx x x x x x x x x x x x x x x xxxxxxx xxxxx xxx ::::::::::::::::::::: :::::::::::::::::::::: ::::::::::::::::::::: :::::: :::::::::::::::: Full Microcomputer Implementation by Haestad Methods, Inc. ::::::::::::::::::::: :::::::::::::::::::::: ::::::::::::::::::::: :::::::::::::::::::::: 37 Brookside Road * Waterbury, Connecticut 06708 • (203) 755-1666 THIS PROGRAM REPLACES ALL PREVIOUS VERSIONS OF HEC-1 KNOWN AS HECl (JAN 73), HEClGS, HECl DB, AND HEClKW. THE DEFINITIONS OF VARIABLES -RTIMP-AND -RTIOR-HAVE CHANGED FROM THOSE USED WjTH THE 1973-STYLE INPUT STRUCTURE. THE DEFINITION OF -AMSKK-ON RM-CARD WAS CHANGED WITH REVISIONS DATED 28 SEP 81. THIS IS THE FORTRAN?? VERSION NEW OPTIONS: DAMBREAK OUTFLOW SUBMERGENCE , SINGLE EVENT DAMAGE CALCULATION, DSS: WRITE STAGE FREQUENCY, DSS: READ TIME SERIES AT DESIRED CALCULATION INTERVAL LOSS RATE : GREEN' AND AMPT INFILTRATION KINEMATIC WAVE: NEW FINITE DIFFERENCE ALGORITHM HEC-1 INPUT LINE ID ... .... 1. ...... 2 .. ..... 3 ....... 4 ....... 5 ....... 6 ....... ? •...... 8 .. 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 ID IT IO KK KM KO BA PB IN PC_ PC PC PC PC LS UD KK KM KO RS SA SE SL SS KK KM KO BA PB IN PC PC PC PC PC LS UD YEAR EXISTING CONDITIONS 1 1441 5 DA2 Year Existing Conditions .0508 4.5 30 . 0053 .0108 .0164 • 0223 . 0712 . 0797 . 0887 . 0984 . 2042 . 2351 .2833 . 6632 .8676 . 8801 . 8914 .9019 . 9588 . 9653 . 9717 .9777 0 94 90 0 .12 Pond Detention Pond STOR . 6795 1. 3874 2. 0133 2.6073 261 262 264 266 262. 5 7.065 0.6 . 5 269 50 3 1. 5 DAl 2 Year Existing Conditions 0 . 0664 4.5 30 .0053 .0108 • 0164 .0223 .0712 . 0797 . 0887 . 0984 .2042 .2351 .2833 . 6632 . 8676 .8801 . 8914 . 9019 . 9588 .9653 . 9717 .9777 77 65 0.14 22 . 0284 .0347 .0414 .0483 .1089 .1203 .1328 .1467 . 7351 . 7724 .7989 .8197 .9115 .9206 .9291 . 9371 .9836 . 9892 .9947 I. 00 22 2.8619 2.9215 268 270 22 .0284 .0347 .0414 .0483 .1089 .1203 .1328 .14 67 . 7351 . 7724 .7989 . 8197 .9115 .9206 .9291 . 9371 .9836 . 9892 .9947 1. 00 . . . . . 9 .. . 10 .0555 . 0632 .1625 .1808 .8380 .8538 .9446 .9519 .0555 . 0632 .1625 .1808 .8380 . 8538 .9446 .9519 PAGE 38 KK 60"P 39 KM Public Storm Sewer 40 KO 22 41 RK 1030 . 005 . 014 CIRC 42 KK DAlX 43 KM 2 YEAR EXISTING CONDITIONS DRAINAGE AREA 44 KO 22 45 BA .00818 46 PB 4.5 47 IN 30 48 PC .0053 .0108 . 0164 . 0223 . 0284 .0347 . 0414 .0483 . 0555 .0632 49 PC . 0712 . 0797 .0887 .0984 .1089 .1203 .1328 .1467 .1625 .1808 50 PC .2042 . 2351 . 2833 . 6632 .7351 . 7724 .7989 . 8197 .8380 .8538 51 PC .8676 . 8801 .8914 . 9019 . 9115 .9206 . 9291 . 9371 .9446 . 9519 52 PC .9588 . 9653 . 9717 . 9777 .9836 . 9892 .9947 1. 00 53 LS . 67 75 0 54 UD 0.366 55 KK DA3X 56 KM 2 YEAR EXISTING CONDITIONS DRAINAGE AREA 57 KO 22 58 BA .01035 59 PB 4.5 60 IN 30 61 PC .0053 . 0108 . 0164 .0223 . 0284 .0347 .0414 .0483 .0555 .0632 62 PC .0712 . 0797 .0887 .0984 .1089 .1203 .1328 .14 67 .1625 .1808 63 PC .2042 .2351 .2833 .6632 .7351 . 7724 .7989 . 8197 .8380 .8538 64 PC . 8676 . 8801 . 8914 .9019 . 9115 . 9206 .9291 .9371 . 944 6 .9519 65 PC .9588 . 9653 . 9717 .9777 .9836 .9892 .9947 1. 00 66 LS .67 75 0 67 UD 0 .1000 68 KK DA2X 69 KM 2 YEAR EXISTING CONDITIONS DRAINAGE AREA 70 KO 22 71 BA . 00502 72 PB 4.5 73 IN 30 74 PC .0053 . 0108 .0164 .0223 . 0284 .0347 . 0414 .0483 .0555 . 0632 75 PC . 0712 . 0797 .0887 . 0984 .1089 .1203 .1328 .1467 .1625 .1808 76 PC .2042 .2351 .2833 . 6632 .7351 . 7724 .7989 . 8197 .8380 .8538 77 PC .8676 .8801 .8914 .9019 . 9115 .9206 . 9291 . 9371 .9446 .9519 78 PC .9588 . 9653 . 9717 . 9777 .9836 . 9892 . 9947 1. 00 79 LS . 67 75 80 UD 0 .297 81 KK DA4X 82 KM 2 YEAR EXISTING CONDITIONS DRAINAGE AREA 4 83 KO 22 84 BA .00908 85 PB 4.5 86 IN 30 87 PC .0053 . 0108 . 0164 .0223 . 0284 . 0347 . 0414 .0483 .0555 .0632 88 PC . 0712 .0797 .0887 .0984 .1089 .1203 .1328 .1467 .1625 .1808 89 PC .2042 . 2351 .2833 .6632 .7351 . 7724 .7989 . 8197 .8380 .8538 90 PC . 8676 .8801 . 8914 .9019 . 9115 . 9206 . 9291 . 9371 .9446 .9519 91 PC . 9588 . 9653 .9717 . 9777 .9836 . 9892 . 9947 1. 00 92 LS 0.67 75 0 93 UD 0.1000 94 KK PTB 95 KM 96 KO 22 97 HC 98 KK DA4 99 KM 2 Year Existing Conditions 100 KO 22 101 BA 0. 0189 102 PB 4.5 103 IN 30 104 PC .0053 .0108 .0164 .0223 .0284 .0347 .0414 . 0483 .0555 .0632 105 PC .0712 .0797 .0887 .0984 .1089 .1203 .1328 .1467 .1625 .1808 106 PC .2042 . 2351 .2833 . 6632 .7351 . 7724 .7989 . 8197 .8380 .8538 107 PC .8676 .8801 .8914 .9019 . 9115 .9206 . 9291 .9371 .9446 .9519 108 PC . 9588 .9653 . 9717 .9777 .9836 . 9892 .9947 1. 00 109 LS 0 77 110 UD 0 .10 111 KK PTA 112 KM Existing Inlet 113 KO 22 114 HC 115 zz FLOOD HYDROGRAPH PACKAGE (HEC-1) MAY 1991 VERSION 4. 0 . lE RUN DATE 05/09/2003 TIME 10: 44: 17 • 2 YEAR EXISTING CONDITIONS 3 IO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL IP LOT 0 PLOT CONTROL QSCAL 0 . HYDROGRAPH PLOT SCALE IT HYDROGRAPH TIME DATA NMIN MINUTES IN COMPUTATION INTERVAL !DATE 0 STARTING DATE I TIME 0000 STARTING TIME NQ 1441 NUMBER OF HYDROGRAPH NDDATE 0 ENDING DATE NDTIME 0000 ENDING TIME I CENT 19 CENTURY MARK COMPUTATION INTERVAL TOTAL TIME BASE 0.02 HOURS 24 . 00 HOURS ENGLISH UNITS DRAINAGE AREA PRECIPITATION DEPTH LENGTH, ELEVATION FLOW STORAGE VOLUME SURFACE AREA TEMPERATURE SQUARE MI LES INCHES FEET CUBIC FEET PER SECOND ACRE-FEET ACRES DEGREES FAHRENHEIT ORDINATES U.S. ARMY CORPS OF ENGINEERS HYDROLOGIC ENGINEERING CENTER 609 SECOND STREET DAVIS, CALIFORNIA 95616 (916) 756-1104 ......... *** *** *** *** *** *** ..... *** *** *** *** *** *** *** *** *** *** *** *** *** ......... *** *** *** "** *** *** ......... *** KK DA2 6 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL IP LOT 0 PLOT CONTROL QSCAL 0 . HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH !OUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIM INT 0 . 017 TIME INTERVAL IN HOURS *** .... *** *** "** **"' "** *** *** •••••• *** *** *** *** *** ••• *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** 17 KK Pond 19 KO OUTPUT CONTROL VARIABLES IPRNT 5 I PLOT 0 QSCAL 0 . IPNCH 0 !OUT 22 ISAVl 1 ISAV2 1441 TIM INT 0 . 017 PRINT CONTROL PLOT CONTROL HYDROGRAPH PLOT SCALE PUNCH COMPUTED HYDROGRAPH SAVE HYDROGRAPH ON THIS UNIT FIRST ORDINATE PUNCHED OR SAVED LAST ORDINATE PUNCHED OR SAVED TIME INTERVAL IN HOURS *** *** *** *** ••• *** *** *** *** ••• *** *** *** *** *** *** *** ••• *** *** *** *** *** ••• *** *** *** *** *** *** ••• *** *** ******•••• .. •*• 25 KK DAl *********"'**** 27 KO OUTPUT CONTROL IPRNT I PLOT QSCAL IPNCH !OUT ISAVl ISAV2 TIM INT VARIABLES 5 0 0. 0 22 1441 0.017 PRINT CONTROL PLOT CONTROL HYDROGRAPH PLOT SCALE PUNCH COMPUTED HYDROGRAPH SAVE HYDROGRAPH ON THIS UNIT FIRST ORDINATE PUNCHED OR SAVED LAST ORDINATE PUNCHED OR SAVED TIME INTERVAL IN HOURS ....... *** •** *** *"* *** *** .......... *** *** **"' ............ ""'* *** *"""' ..... *** *** "'"** ...... **'* *** *** ***' *** *** *** *** "'"** *** 38 KK 60"P 40 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH !OUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIMINT 0.017 TIME INTERVAL IN HOURS *** *** *** *** *** *** *** *** *** *** *** *** *** **'* *** *** ***' ..... "*"' *** **• *** *** "** *** *** *** *** *** *** *** ..... *** 42 KK DAlX 44 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH !OUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl l FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIM INT 0.017 TIME INTERVAL IN HOURS 55 KK DA3X 57 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL !PLOT PLOT CONTROL QSCAL o. HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH !OUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl l FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIM INT 0.017 TIME INTERVAL IN HOURS 68 KK DA2X 70 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH !OUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIMINT 0. 017 TIME INTERVAL IN HOURS *** *** *** *** *** ............... *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** 81 KK 83 KO 94 KK 'l.6 KO 98 KK 100 KO DA4X OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL PTB !PLOT QSCAL IPNCH !OUT ISAVl ISAV2 TIMINT OUTPUT CONTROL IPRNT !PLOT QSCAL IPNCH !OUT ISAVl ISAV2 TIMINT DA4 OUTPUT CONTROL IPRNT !PLOT QSCAL IPNCH !OUT ISAVl ISAV2 TIM INT 0 PLOT CONTROL 0 . HYDROGRAPH PLOT SCALE PUNCH COMPUTED HYDROGRAPH 22 SAVE HYDROGRAPH ON THIS UNIT FIRST ORDINATE PUNCHED OR SAVED 14 41 LAST ORDINATE PUNCHED OR SAVED 0 . 017 TIME INTERVAL IN HOURS VARIABLES 5 PRINT CONTROL PLOT CONTROL 0. HYDROGRAPH PLOT SCALE 0 PUNCH COMPUTED HYDROGRAPH 22 SAVE HYDROGRAPH ON THIS UNIT FIRST ORDINATE PUNCHED OR SAVED 1441 LAST ORDINATE PUNCHED OR SAVED 0 . 017 TIME INTERVAL IN HOURS VARIABLES 5 PRINT CONTROL 0 PLOT CONTROL 0. HYDROGRAPH PLOT SCALE 0 PUNCH COMPUTED HYDROGRAPH 22 SAVE HYDROGRAPH ON THIS UNIT FIRST ORDINATE PUNCHED OR SAVED 1441 LAST ORDINATE PUNCHED OR SAVED 0.017 TIME INTERVAL IN HOURS *** *** *** *** *** *** *** *** *** *** ••• *** *** *** .... *** *** *** *** *** *** *** *** *** *** •••••• *** *** *** ••• *** *** 111 KK PTA 113 KO OUTPUT CONTROL IPRNT I PLOT QSCAL IPNCH IOUT ISAVl ISAV2 TIMINT OPERATION STATION 6-HOUR 24-HOUR 72-HOUR HYDROGRAPH AT DA2 ROUTED TO Pond HYDROGRAPH AT DAl ROUTED TO 60"P HYDROGRAPH AT DAlX HYDROGRAPH AT DA3X HYDROGRAPH AT DA2X HYDROGRAPH AT DA4X 4 COMBINED AT PTB HYDROGRAPH AT DA4 4 COMBINED AT PTA ISTAQ ELEMENT 60"P MANE VARIABLES 5 0 0 . 0 22 1441 0 .017 PRINT CONTROL PLOT CONTROL HYDROGRAPH PLOT SCALE PUNCH COMPUTED HYDROGRAPH SAVE HYDROGRAPH ON THIS UNIT FIRST ORDINATE PUNCHED OR SAVED LAST ORDINATE PUNCHED OR SAVED TIME INTERVAL IN HOURS RUNOFF SUMMARY FLOW IN CUBIC FEET PER SECOND TIME IN HOURS, AREA IN SQUARE MILES PEAK TIME OF AVERAGE FLOW FOR MAXIMUM PERIOD FLOW PEAK 112. 11. 50 17. 6. 6 . 47. 11. 68 17. 5. 5 . 126. 11. 52 19. 7. 7 . 126. 11. 53 19. 7 . 7 . 7 . 11. 72 1 . 0 . 0 . 14. 11. 52 2 . l. l. 5 . 11 .65 l. 0 . 0 . 12. 11. 52 2 . 0 . 0 . 35. 11. 53 6. 2 . 2 . 26. 11. 52 4. 1 . l. 232. 11.53 45. 15. 15. BASIN AREA 0 . 05 0. 05 0 . 07 0 . 07 0. 01 0. 01 0. 01 0. 01 0. 03 0. 02 0.17 SUMMARY O.f Kil:!EMATIC WAVE -MUSKINGUM-CUNGE ROUTING (FLOW IS DIRECT RUNOFF WITHOUT BASE FLOW) INTERPOLATED TO COMPUTATION INTERVAL DT PEAK TIME TO VOLUME DT PEAK TIME TO PEAK PEAK (MIN) (CFS) (MIN) (IN) (MINI (CFS) (MIN) 0 .62 125. 53 691. 94 3.70 l. 00 125. 51 692. 00 MAXIMUM STAGE 264 .44 VOLUME (IN) 3 . 70 TIME OF MAX STAGE 11. 68 CONTINUITY SUMMARY (AC-FT) -INFLOW=0 .1310E+02 EXCESS=O .OOOOE+OO OUTFLOW=0 .1310E+02 BASIN STORAGE=0.2284E-03 PERCENT ERROR= 0 .0 *** NORMAL END OF HEC-1 *** HECl S/N: 1343001909 HMVersion: 6. 33 FLOOD HYDROGRAPH PACKAGE (HEC-1) MAY 1991 VERSION 4. 0. lE RUN DATE 05/09/2003 TIME 10:43:23 * Data File: C:\WINNT\-vbh0134 .TMP x x xxxxxxx xxxxx x x x x x x xx x x x x x xxxxxxx xx xx x xxxxx x x x x x x x x x x x x x x xxxxxxx xxxxx xxx :::::::::::::::::::::::::::;::::::::::::::: ::::::::::::::::::::::::::::::::::::::::::: Full Microcomputer Implementation by Haestad Methods, Inc. :::::::::::::::::::::::::::::::::::::::::;: :::::::::::::: ::::::::::::::::::::::::::::: U. S. ARMY CORPS OF ENGINEERS HYDROLOGIC ENGINEERING CENTER 609 SECOND STREET DAVIS, CALIFORNIA 95616 (916) 756-1104 37 Brookside Road * Waterbury, Connecticut 06708 * (203) 755-1666 THIS PROGRAM REPLACES ALL PREVIOUS VERSIONS OF HEC-1 KNOWN AS HECl (JAN 73), HEClGS, HEClDB, AND HEClKW. THE DEFINITIONS OF VARIABLES -RTIMP-AND -RTIOR-HAVE CHANGED FROM THOSE USED WITH THE 1973-STYLE INPUT STRUCTURE. THE DEFINITION OF -AMSKK-ON RM-CARD WAS CHANGED WITH REVISIONS DATED 28 SEP 81. THIS IS THE FORTRAN77 VERSION NEW OPTIONS: DAMBREAK OUTFLOW SUBMERGENCE , SINGLE EVENT DAMAGE CALCULATION, DSS: WRITE STAGE FREQUENCY, DSS:READ TIME SERIES AT DESIRED CALCULATION INTERVAL LOSS RATE:GREEN AND AMPT INFILTRATION KINEMATIC WAVE: NEW FINITE DIFFERENCE ALGORITHM LINE 4 5 6 7 8 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 HEC-1 ID ....... 1 ....... 2 ....... 3 ....... 4 . ID YEAR EXISTING CONDITIONS IT l 1441 IO KK DA2 KM 5 Year Existing Conditions KO BA 0. 0508 PB 6. 2 IN 30 PC .0053 . 0108 . 0164 . 0223 PC . 0712 .0797 .0887 .0984 PC .2042 . 2351 .2833 .6632 PC .8676 . 8801 . 8914 .9019 PC . 9588 .9653 .9717 . 9777 LS 94 90 UD 0 .12 KK Pond KM Detention Pond KO RS STOR SA . 6795 l. 3874 2.0133 2.6073 SE 261 262 264 266 SL 262.5 7.065 0. 6 .5 SS 269 50 3 l. 5 KK DAl KM 5 Year Existing Conditions KO BA 0. 0664 PB 6 . 2 IN 30 PC .0053 . 0108 .0164 .0223 PC . 0712 .0797 .0887 .0984 PC .2042 . 2351 .2833 .6632 PC .8676 .8801 . 8914 .9019 PC .9588 .9653 .9717 .9777 LS 77 65 UD 0 .14 INPUT ...... 5 ....... 6 ....... 7 .•..... 8 ....... 9 ...... 10 22 . 0284 .0347 . 0414 .0483 .0555 . 0632 .1089 .1203 .1328 .14 67 .1625 .1808 .7351 . 7724 .7989 .8197 .8380 . 8538 .9115 . 9206 . 9291 .9371 .9446 .9519 .9836 . 9892 .9947 l. 00 22 2.8619 2 . 9215 268 270 22 . 0284 . 0347 . 0414 .0483 .0555 .0632 .1089 .1203 .1328 .14 67 .1625 .1808 .7351 . 7724 .7989 .8197 .8380 .8538 .9115 . 9206 .9291 . 9371 .9446 .9519 .9836 .9892 .9947 1.00 PAGE 38 KK 60"P 39 KM Public Storm Sewer 40 KO 22 41 RK 1030 .005 . 014 CIRC 42 KK DAlX 43 KM 5 YEAR EXISTING CONDI TIONS DRAINAGE AREA 44 KO 22 45 BA .00818 46 PB 6. 2 47 IN 30 48 PC .0053 .0108 .0164 .0223 . 0284 .0347 .0414 .0483 .0555 .0632 49 PC .0712 .0797 .0887 .0984 .1089 .1203 .1328 .1467 .1625 .1808 so PC .2042 .2351 .2833 . 6632 . 7351 . 7724 .7989 .8197 .8380 .8538 51 PC .8676 .8801 . 8914 .9019 . 9115 . 9206 . 9291 . 9371 .9446 .9519 52 PC .9588 .9653 .9717 .9777 .9836 . 9892 . 9947 1. 00 53 LS .67 75 0 54 UD 0 .366 55 KK DA3X 56 KM 5 YEAR EXISTING CONDITIONS DRAINAGE AREA 57 KO 22 58 BA .01035 59 PB 6. 2 60 IN 30 61 PC .0053 .0108 . 0164 . 0223 .0284 .0347 .0414 .0483 .0555 .0632 62 PC . 0712 .0797 .0887 .0984 .1089 .1203 .1328 .1467 .1625 .1808 63 PC .2042 .2351 . 2833 . 6632 .7351 . 7724 .7989 .8197 .8380 .8538 64 PC .8676 .8801 . 8914 . 9019 .9115 . 9206 . 9291 .9371 .9446 .9519 65 PC .9588 .9653 . 9717 . 9777 .9836 . 9892 . 9947 1. 00 66 LS . 67 75 0 67 UD 0 .1000 68 KK DA2X 69 KM 5 YEAR EXISTING CONDITIONS DRAINAGE AREA 70 KO 22 71 BA . 00502 72 PB 6. 2 73 IN 30 74 PC .0053 .0108 .0164 .0223 .0284 .0347 .0414 . 04 83 .0555 . 0632 75 PC . 0712 . 0797 .0887 . 0984 .1089 .1203 .1328 .14 67 .1625 .1808 76 PC .2042 .2351 .2833 . 6632 .7351 . 7724 .7989 .8197 .8380 .8538 77 PC . 8676 .8801 . 8914 .9019 .9115 . 9206 . 9291 . 9371 . 944 6 .9519 78 PC .9588 .9653 . 9717 .9777 .9836 . 9892 . 9947 1. 00 79 LS .67 75 0 80 UD 0 . 297 81 KK DA4X 82 KM 5 YEAR EXISTING CONDITIONS DRAINAGE AREA 83 KO 22 84 BA .00908 85 PB 6. 2 86 IN 30 87 PC .0053 .0108 .0164 . 0223 . 0284 .0347 .0414 .0483 .0555 .0632 88 PC . 0712 . 0797 .0887 .0984 .1089 .1203 .1328 .1467 .1625 .1808 89 PC .2042 . 2351 .2833 . 6632 . 7351 . 7724 .7989 .8197 .8380 .8538 90 PC .8676 .8801 .8914 .9019 .9115 .9206 . 9291 .9371 .9446 .9519 91 PC .9588 .9653 .9717 .9777 .9836 .9892 .9947 1. 00 92 LS 0. 67 75 93 UD 0 .1000 94 KK PTB 95 KM 96 KO 22 97 HC 98 KK DA4 99 KM 5 Year Existing Conditions 100 KO 22 101 BA 0.0189 102 PB 6. 2 103 IN 30 104 PC .0053 .0108 .0164 .0223 .0284 .0347 . 0414 . 0483 .0555 .0632 105 PC . 0712 . 0797 .0887 .0984 .1089 .1203 .1328 .1467 .1625 .1808 106 PC .2042 .2351 .2833 . 6632 .7351 . 7724 .7989 .8197 .8380 .8538 107 PC . 8676 .8801 .8914 .9019 . 9115 . 9206 .9291 . 9371 .9446 .9519 108 PC .9588 .9653 . 9717 . 9777 .9836 . 9892 .9947 1. 00 109 LS 77 0 110 UD 0.10 111 KK PTA 112 KM Existing Inlet 113 KO 22 114 HC 115 zz FLOOD HYDROGRAPH PACKAGE (HEC-1) MAY 1991 VERSION 4. 0. lE RUN DATE 05/09/2003 TIME 10:43:23 * 5 YEAR EXISTING 3 IO OUTPUT CONTROL VARIABLES IPRNT 5 I PLOT 0 QSCAL 0. IT HYDROGRAPH TIME DATA CONDITIONS PRINT CONTROL PLOT CONTROL HYDROGRAPH PLOT SCALE NMIN MINUTES IN COMPUTATION INTERVAL IDATE 0 ITIME 0000 NQ 1441 NDDATE 0 NDTIME 0000 I CENT 19 COMPUTATION INTERVAL TOTAL TIME BASE ENGLISH UNITS STARTING DATE STARTING TIME NUMBER OF HYDROGRAPH ENDING DATE ENDING TIME CENTURY MARK 0 .02 HOURS 24 .00 HOURS DRAINAGE AREA SQUARE MILES PRECIPITATION DEPTH INCHES LENGTH, ELEVATION FEET FLOW CUBIC FEET PER SECOND STORAGE VOLUME ACRE-FEET SURFACE AREA ACRES TEMPERATURE DEGREES FAHRENHEIT ORDINATES U.S. ARMY CORPS OF ENGINEERS HYDROLOGIC ENGINEERING CENTER 609 SECOND STREET DAVIS, CALIFORNIA 95616 (916) 756-1104 *** *** "'** *** *"'* ••• Ir•• *** *** **"' *** *** *** *** *** *** *** *** *** *** *** "'** •• , .... *** *** *** *** *** *** *** *** *** 4 KK DA2 6 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH IOUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl l FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIM INT 0.017 TIME INTERVAL IN HOURS *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** **"' *** *** ••• *** *** *** *** *** ••• *** *** *** 17 KK Pond 19 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH IOUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl 1 FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIMINT 0.017 TIME INTERVAL IN HOURS *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ••• *** "'** *** 25 KK 27 KO 38 KK 40 KO DAl OUTPUT CONTROL IPRNT I PLOT QSCAL IP NCH !OUT ISAVl ISAV2 TIM INT 60"P OUTPUT CONTROL IPRNT I PLOT QSCAL IPNCH !OUT ISAVl ISAV2 TIM INT VARIABLES 5 0 0. 0 22 l 1441 0.017 VARIABLES 5 0 0. 0 22 PRINT CONTROL PLOT CONTROL HYDROGRAPH PLOT SCALE PUNCH COMPUTED HYDROGRAPH SAVE HYDROGRAPH ON THIS UNIT FIRST ORDINATE PUNCHED OR SAVED LAST ORDINATE PUNCHED OR SAVED T !ME INTERVAL IN HOURS PRINT CONTROL PLOT CONTROL HYDROGRAPH PLOT SCALE PUNCH COMPUTED HYDROGRAPH SAVE HYDROGRAPH ON THIS UNIT FIRST ORDINATE PUNCHED OR SAVED 1441 LAST ORDINATE PUNCHED OR SAVED 0. 017 TIME INTERVAL IN HOURS *** ••• *** *** *** *** *** *** *** ••• *** *** *** *** *** *** *** •••••• *** '*** ••• *** *** *** *** *** *** *** *** *** *** *** 42 KK DAlX 44 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH !OUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIM INT 0. 017 TIME INTERVAL IN HOURS 55 KK DA3X 57 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH !OUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl 1 FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIMINT 0.017 TIME INTERVAL IN HOURS 68 KK 70 KO 81 KK 83 KO 94 KK 96 KO 98 KK 100 KO DA2X OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT 0 PLOT CONTROL QSCAL 0 . HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH IOUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIMINT 0. 017 TIME INTERVAL IN HOURS OMX OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL !PLOT PLOT CONTROL QSCAL 0 . HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH IOUT 22 SAVE HYDROGRAPH ON THIS UNIT !SAVl FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIMINT 0 .017 TIME INTERVAL IN HOURS PTB OUTPUT COtlTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH IOUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl 1 FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIM INT 0. 017 TIME INTERVAL IN HOURS DA4 OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL !PLOT QSCAL IPNCH !OUT ISAVl ISAV2 TIM INT 0. 0 22 1 1441 0.017 PLOT CONTROL HYDROGRAPH PLOT SCALE PUNCH COMPUTED HYDROGRAPH SAVE HYDROGRAPH ON THIS UNIT FIRST ORDINATE PUNCHED OR SAVED LAST ORDINATE PUNCHED OR SAVED TIME INTERVAL IN HOURS *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** "'** *** *** ••• *** ••• *** *** *** *** *** *** *** 111 KK PTA 113 KO OUTPUT CONTROL IPRNT I PLOT QSCAL IPNCH !OUT ISAVl ISAV2 TIM INT OPERATION STATION 6-HOUR 24-HOUR 72-HOUR HYDROGRAPH AT DA2 ROUTED TO Pond HYDROGRAPH AT DAl ROUTED TO 60"P HYDROGRAPH AT DAlX HYDROGRAPH AT DA3X HYDROGRAPH AT DA2X HYDROGRAPH AT DA4X 4 COMBINED AT PTB HYDROGRAPH AT DA4 4 COMBINED AT PTA ISTAQ ELEMENT 60"P MANE VARIABLES 5 0 0. 0 22 1441 0.017 PRINT CONTROL PLOT CONTROL HYDROGRAPH PLOT SCALE PUNCH COMPUTED HYDROGRAPH SAVE HYDROGRAPH ON THIS UNIT FIRST ORDINATE PUNCHED OR SAVED LAST ORDINATE PUNCHED OR SAVED TIME INTERVAL IN HOURS RUNOFF SUMMARY FLOW IN CUBIC FEET PER SECOND TIME IN HOURS, AREA IN SQUARE MILES PEAK TIME OF AVERAGE FLOW FOR MAXIMUM PERIOD FLOW PEAK 154. 11 . 50 24. 8. 8. 55 . 11. 72 24. 7. 7. 181. 11 . 52 28 . 9. 9. 181. 11 . 53 28 . 9. 9. 13. 11. 70 2 . l . l. 22. 11 . 52 3 . l . l. 9 . 11 .65 2. 0. 0. 20. 11 . 52 3 . l. l. 60. 11. 53 10. 3 . 3. 43. 11 .52 6. 2 . 2. 335. 11.53 67 . 22: 22. BASIN AREA 0 .05 0 .05 0. 07 0. 07 0.01 0.01 0. 01 0. 01 0. 03 0 .02 0.17 SUMMARY OF KINEMATIC WAVE -MUSKI~GUM-CUNGE ROUTING {FLOW IS DIRECT RUNOFF WITHOUT BASE FLOW) INTERPOLATED TO COMPUTATION INTERVAL DT PEAK TIME TO VOLUME DT PEAK TIME TO PEAK PEAK {MIN) {CFS) {MIN) {IN) {MIN) {CFS) {MIN) 0.56 180.98 691.61 5. 31 1.00 180. 91 692 .00 MAXIMUM TIME OF STAGE MAX STAGE 265.17 11. 72 VOLUME {IN) 5. 31 CONTINUITY SUMMARY (AC-FT) -INFLOW=0 .1880E+02 EXCESS=O.OOOOE+OO OUTFLOW=0.1880E+02 BASIN STORAGE=0.3403E-03 PERCENT ERROR= 0.0 *** NORMAL END OF HEC-1 *** HECl S/N: 1343001909 HMVersion: 6.33 FLOOD HYDROGRAPH PACKAGE (HEC-1) MAY 1991 VERSION 4. 0 . lE RUN DATE 05/09/2003 TIME 10:42:32 • Data File: C:\WINNT\-vbhlOlB.TMP x x xxxxxxx xxxxx x x x x x x xx x x x x x xxxxxxx xxxx x xxxxx x x x x x x x x x x x x x xxxxxxx xxxxx xxx ::::::::::::::::::::::::::::::::::::::::;:: ::::::::::::::::::::::::::::::::::::::::::: Full Microcomputer Implementation by Haestad Methods, Inc . ::::::::::::::::::::::::::::::::::::;::::: ::::::::::::::::::::::::::::::::::::::::::: U.S. ARMY CORPS OF ENGINEERS HYDROLOGIC ENGINEERING CENTER 609 SECOND STREET DAVIS , CALIFORNIA 95616 (916) 756-1104 37 Brookside Road * Waterbury, Connecticut 06708 • (203) 755-1666 THIS PROGRAM REPLACES ALL PREVIOUS VERSIONS OF HEC-1 KNOWN AS HECl (JAN 73), HEClGS, HEClDB, AND HEClKW. THE DEFINITIONS OF VARIABLES -RTIMP-AND -RTIOR-HAVE CHANGED FROM THOSE USED WITH THE 1973-STYLE INPUT STRUCTURE. THE DEFINITION OF -AMSKK-ON RM-CARD WAS CHANGED WITH REVISIONS DATED 28 SEP 81 . THIS IS THE FORTRAN77 VERSION NEW OPTIONS : DAMBREAK OUTFLOW SUBMERGENCE , SINGLE EVENT DAMAGE CALCULATION, DSS : WRITE STAGE FREQUENCY, DSS:READ TIME SERIES AT DESIRED CALCULATION INTERVAL LOSS RATE:GREEN AND AMPT INFILTRATION KINEMATIC WAVE: NEW FINITE DIFFERENCE ALGORITHM HEC-1 INPUT LINE ID ....... 1 ....... 2 . ...... 3 ..... "4 ... " .. 5 " " . "6 " " ... 7 .... .. 8 ....... 9 ...... 10 4 5 ,6 7 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 ID IT IO KK KM KO BA PB IN PC PC PC PC PC LS UD KK KM KO RS SA SE SL SS KK KM KO BA PB IN PC PC PC PC PC LS UD 10 YEAR EXISTING CONDITIONS 1441 DA2 10 Year Existing Conditions 0. 0508 7.4 30 . 0053 .0108 .0164 .0223 . 0712 . 0797 . 0887 .0984 . 2042 .2351 .2833 .6632 . 8676 .8801 . 8914 . 9019 .9588 .9653 . 9717 .9777 0 94 90 0.12 Pond Detention Pond STOR . 6795 1. 3874 2. 0133 2. 6073 261 262 264 266 262.5 7.065 0.6 . 5 269 50 3 1. 5 DAl 10 Year Existing Conditions 0. 0664 7 .4 30 .0053 .0108 . 0164 . 0223 . 0712 . 0797 .0887 .0984 .2042 . 2351 .2833 . 6632 .8676 .8801 . 8914 . 9019 . 9588 .9653 .9717 . 9777 77 65 0.14 22 .0284 . 0347 .0414 .0483 .0555 . 0632 .1089 .1203 .1328 .14 67 . 1625 .1808 . 7351 . 7724 .7989 . 8197 .8380 .8538 . 9115 . 9206 .9291 . 9371 . 944 6 . 9519 .9836 .9892 .9947 1. 00 22 2.8619 2.9215 268 270 22 .0284 .0347 .0414 .0483 .0555 .0632 .1089 .1203 .1328 .1467 .1625 .1808 .7351 . 7724 .7989 . 8197 .8380 .8538 . 9115 .9206 .9291 .9371 .9446 . 9519 .9836 .9892 .9947 1. 00 PAGE 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 KK 60"P KM Public Storm Sewer KO RK 1030 .005 DAlX . 014 22 CIRC KK l<M KO BA PB IN PC PC PC PC PC LS UD 10 YEAR EXISTING CONDITIONS DRAINAGE AREA 22 . 00818 7 . 4 30 .0053 .0712 . 2042 . 8676 .9588 . 67 0 . 366 KK DA3X . 0108 . 0797 .2351 .8801 .9653 75 . 0164 .0887 .2833 . 8914 . 9717 0 . 0223 .0984 . 6632 .9019 .9777 . 0284 .1089 .7351 . 9115 .9836 l<M 10 YEAR EXISTING CONDITIONS DRAINAGE AREA KO 22 BA .01035 PB 7 . 4 IN 30 PC . 0053 PC . 0712 PC • 2042 PC . 8676 PC . 9588 LS . 67 UD 0.1000 KK DA2X .0108 . 0797 .2351 .8801 .9653 75 . 0164 . 0887 .2833 . 8914 . 9717 0 .0223 .0984 .6632 .9019 . 9777 .0284 .1089 .7351 . 9115 .9836 l<M 10 YEAR EXISTING CONDITIONS DRAINAGE AREA KO 22 BA . 00502 PB 7. 4 IN 30 PC PC PC PC PC LS UD .0053 .0712 . 2042 .8676 .9588 . 67 0.297 KK DA4X . 0108 .0797 .2351 .8801 . 9653 75 . 0164 .0887 .2833 .8914 .9717 .0223 . 0984 .6632 . 9019 .9777 .0284 .1089 .7351 . 9115 . 9836 l<M 10 YEAR EXISTING CONDITIONS DRAINAGE AREA KO 22 BA .00908 PB 1 .4 IN 30 PC . 0053 PC . 0712 PC .2042 PC . 8676 PC .9588 LS 0. 67 UD 0.1000 KK PTB l<M . 0108 .0797 .2351 . 8801 .9653 75 . 0164 .0887 .2833 .8914 . 9717 .0223 . 0984 . 6632 .9019 . 9777 . 0284 .1089 .7351 . 9115 .9836 KO 22 HC KK DA4 KM 10 Year Existing Conditions KO BA 0.0189 PB 7. 4 IN 30 PC .0053 PC • 0712 PC • 2042 PC .8676 ' PC • 9588 LS 0 UD 0.10 KK PTA .0108 .0797 .2351 .8801 .9653 77 KM Existing Inlet KO HC zz .0164 .0887 .2833 .8914 . 9717 0 . 0223 . 0984 . 6632 .9019 .9777 22 . 0284 .1089 .7351 .9115 .9836 22 . 0347 .1203 . 7724 .9206 . 9892 . 0347 .1203 . 7724 . 9206 . 9892 .0347 .1203 . 7724 . 9206 .9892 .0347 .1203 . 7724 . 9206 .9892 .0347 .1203 . 7724 . 9206 .9892 .0414 .1328 .7989 . 9291 .9947 . 0414 .1328 .7989 . 9291 .9947 . 0414 .1328 .7989 .9291 .9947 . 0414 .1328 .7989 .9291 .9947 . 0414 .1328 .7989 .9291 . 9947 .0483 .1467 .8197 . 9371 l. 00 .0483 .1467 .8197 . 9371 l. 00 .0483 .1467 .8197 .9371 l. 00 .0483 .14 67 .8197 . 9371 l. 00 .0483 .1467 .8197 .9371 1. 00 .0555 .1625 .8380 .9446 .0555 .1625 .8380 .9446 .0555 .1625 .8380 .9446 .0555 .1625 .8380 .9446 .0555 .1625 .8380 .9446 .0632 .1808 .8538 .9519 . 0632 .1808 .8538 .9519 . 0632 .1808 . 8538 .9519 .0632 .1808 .8538 .9519 . 0632 .1808 .8538 .9519 FLOOD HYDROGRAPH PACKAGE (HEC-1 ) MAY 1991 VERSION 4. 0. lE RUN DATE 05/09/2003 TIME 10:42:32 • 3 IO IT 4 KK 6 KO 17 KK 19 KO 10 YEAR EXISTING CONDITI ONS OUTPUT CONTROL VARIABLES IPRNT 5 I PLOT 0 QSCAL 0 . HYDROGRAPH TIME DATA NMIN !DATE !TIME 0000 NQ 1441 NDDATE 0 NDTIME 0000 I CENT 19 COMPUTATION INTERVAL TOTAL TIME BASE ENGLISH UNITS PRINT CONTROL PLOT CONTROL HYDROGRAPH PLOT SCALE MINUTES IN COMPUTATION INTERVAL STARTING DATE STARTING TIME NUMBER OF HYDROGRAPH ENDING DATE ENDING TIME CENTURY MARK 0.02 HOURS 24 .00 HOURS ORDINATES DRAINAGE AREA PRECIPITATION DEPTH LENGTH, ELEVATION FLOW SQUARE MILES INCHES STORAGE VOLUME SURFACE AREA TEMPERATURE DA2 OUTPUT CONTROL IPRNT !PLOT QSCAL IP NCH !OUT ISAVl ISAV2 TIM INT Pond OUTPUT CONTROL IPRNT !PLOT QSCAL IPNCH !OUT ISAVl I SAV2 TIMINT FEET CUBIC FEET PER SECOND ACRE-FEET ACRES DEGREES FAHRENHEIT VARIABLES 5 PRINT CONTROL 0 PLOT CONTROL 0. HYDROGRAPH PLOT SCALE 0 PUNCH COMPUTED HYDROGRAPH 22 SAVE HYDROGRAPH ON THIS UNIT 1 FIRST ORDINATE PUNCHED OR SAVED 1441 LAST ORDINATE PUNCHED OR SAVED 0. 017 TIME INTERVAL IN HOURS VARIABLES 5 PRINT CONTROL 0 PLOT CONTROL 0. HYDROGRAPH PLOT SCALE 0 PUNCH COMPUTED HYDROGRAPH 22 SAVE HYDROGRAPH ON THIS UNIT FIRST ORDINATE PUNCHED OR SAVED 1441 LAST ORDINATE PUNCHED OR SAVED 0.017 TIME INTERVAL IN HOURS U.S. ARMY CORPS OF ENGINEERS HYDROLOGIC ENGINEERING CENTER 609 SECOND STREET DAVIS, CALIFORNIA 95616 1916) 756-1104 *** *** ••• *** *** ••• *** *** *** *** .... *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ..... *** *** *** *** *** 25 KK DAl 27 KO OUTPUT CONTROL IPRNT I PLOT QSCAL IPNCH IOUT ISAVl ISAV2 TIM INT ** *** * .... *. * * * 38 KK 60"P **** * ... **+**Ir. 40 KO OUTPUT CONTROL IPRNT I PLOT QSCAL IPNCH IOUT ISAVl ISAV2 TIM INT VARIABLES 5 0 0. 0 22 1 1441 0. 017 VARIABLES 5 0 0. 0 22 1441 0. 017 PRINT CONTROL PLOT CONTROL HYDROGRAPH PLOT SCALE PUNCH COMPUTED HYDROGRAPH SAVE HYDROGRAPH ON THIS UNIT FIRST ORDINATE PUNCHED OR SAVED LAST ORDINATE PUNCHED OR SAVED TIME INTERVAL IN HOURS PRINT CONTROL PLOT CONTROL HYDROGRAPH PLOT SCALE PUNCH COMPUTED HYDROGRAPH SAVE HYDROGRAPH ON THIS UNIT FIRST ORDINATE PUNCHED OR SAVED LAST ORDINATE PUNCHED OR SAVED TIME INTERVAL IN HOURS *** *** *** *** *** .... *** *** *** ••• *** *** ••• *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** 42 KK 44 KO DAlX OUTPUT CONTROL VARIABLES IPRNT 5 I PLOT 0 QSCAL 0. IPNCH 0 IOUT 22 PRINT CONTROL PLOT CONTROL HYDROGRAPH PLOT SCALE PUNCH COMPUTED HYDROGRAPH SAVE HYDROGRAPH ON THIS UNIT ISAVl ISAV2 TIM INT FIRST ORDINATE PUNCHED OR SAVED 1441 LAST ORDINATE PUNCHED OR SAVED 0. 017 TIME INTERVAL IN HOURS *** *** *** *** *** ••• *** *** *** *** ..... *** "'** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ••• *** *** *** 55 KK DA3X 57 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH IOUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl 1 FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIM INT 0.017 TIME INTERVAL IN HOURS 68 KK DA2X 70 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH !OUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIMINT 0. 017 TIME INTERVAL IN HOURS 81 KK DMX 83 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL !PLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE I PNCH 0 PUNCH COMPUTED HYDROGRAPH !OUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl l FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIMINT 0 . 017 TIME INTERVAL IN HOURS 94 KK PTB 96 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH !OUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl l FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIM INT 0 .017 TIME INTERVAL IN HOURS *** *** *** *** *** *** *** *** *** *** ••• *** *** ••• *** *** *** *** *** *** *** ••• *** *** *** *** *** *** *** *** *** *** *** 98 KK DM 100 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT 0 PLOT CONTROL QSCAL 0 . HYDROGRAPH PLOT SCALE IP NCH 0 PUNCH COMPUTED HYDROGRAPH !OUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIMINT 0.017 TIME INTERVAL IN HOURS *** *** *** *** *** •••••• *** *** *** *** *** *** *** *** *** *** *** ••• *** *** *** *** *** *** *** *** *** *** *** *** *** *** ***1\"*********+ 111 KK PTA 113 KO OUTPUT CONTROL IPRNT I PLOT QSCAL IPNCH IOUT ISAVl ISAV2 TIMINT OPERATION STATION 6-HOUR 24-HOUR 72-HOUR HYDROGRAPH AT DA2 ROUTED TO Pond HYDROGRAPH AT DA! ROUTED TO 60"P HYDROGRAPH AT DAlX HYDROGRAPH AT DA3X HYDROGRAPH AT DA2X HYDROGRAPH AT DA4X 4 COMBINED AT PTB HYDROGRAPH AT DA4 4 COMBINED AT PTA ISTAQ ELEMENT 60"P MANE VARIABLES 5 0 0. 0 22 1441 0. 017 PRINT CONTROL PLOT CONTROL HYDROGRAPH PLOT SCALE PUNCH COMPUTED HYDROGRAPH SAVE HYDROGRAPH ON THIS UNIT FIRST ORDINATE PUNCHED OR SAVED LAST ORDINATE PUNCHED OR SAVED TIME INTERVAL IN HOURS RUNOFF SUMMARY FLOW IN CUBIC FEET PER SECOND TIME IN HOURS, AREA IN SQUARE MILES PEAK TIME OF AVERAGE FLOW FOR MAXIMUM PERIOD FLOW PEAK 184 . 11 . 5.0 29 . 10. 10 . 60 . 11 . 73 28 . 9. 9. 221. 11 . 52 34. 12. 12 . 220 . 11. 53 34 . 12. 12 . 17. 11 . 70 3. 1 . 1 . 29 . 11. 52 4. 1. 1. 11. 11. 63 2. 1. 1. 25 . 11 .52 4. 1. 1. 77 . 11 .53 13. 4. 4. 54 . 11 . 52 8. 2 . 2. 408 . 11. 53 82. 27 . 27. BASIN AREA 0.05 0 .05 0 .07 0 . 07 0 . 01 0. 01 0.01 0.01 0.03 0.02 0.17 SUMMARY OF KINEMATIC WAVE -MUSKINGUM-CUNGE ROUTING (FLOW IS DIRECT RUNOFF WITHOUT BASE FLOW) INTERPOLATED TO COMPUTATION INTERVAL DT PEAK TIME TO VOLUME DT PEAK TIME TO PEAK PEAK (MINI (CFS) (MIN) (IN) (MIN) (CFS) (MIN) 0. 52 220.48 691. 54 6.46 1. 00 220. 38 692. 00 MAXIMUM STAGE 265.67 VOLUME (IN) 6. 46 TIME OF MAX STAGE 11. 73 CONTINUITY SUMMARY (AC-FT) -INFLOW=0 .2289Et02 EXCESS=O .OOOOE+OO OUTFLOW=0 .2289E+02 BASIN STORAGE=0.3943E-03 PERCENT ERROR= 0 .0 +++ NORMAL END OF HEC-1 +** HECl S/N: 1343001909 HMVersion: 6. 33 FLOOD HYDROGRAPH PACKAGE (HEC-1) MAY 1991 VERSION 4. 0 . lE RUN DATE 05/09/2003 TIME 10: 41: 51 • Data File: C:\WINNT\•vbh263A.TMP x x xxxxxxx xxxxx x x x x x x xx x x x x x xxxxxxx xxxx x xxxxx x x x x x x x x x x x x x x xxxxxxx xxxxx xxx :::::::::::::::::::::::::::::::::::: ::::: ::::::::::::::::::::::::::::::::::::::::::: Full Microcomputer Implementation by Haestad Methods , Inc . ::::::::::::::::::::::::::::::::::::::: :::: ::::::::::::::::::::::::::::::::::::::::::: U.S. ARMY CORPS OF ENGINEERS HYDROLOGIC ENGINEERING CENTER 609 SECOND STREET DAVIS, CALIFORNIA 95616 (916) 756-1104 37 Brookside Road * Waterbury, Connec ticut 06708 • (203) 755-1666 THIS PROGRAM REPLACES ALL PREVIOUS VERSIONS OF HEC-1 KNOWN AS HECl (JAN 73), HEClGS, HECl DB, AND HECl KW. THE DEFINITIONS OF VARIABLES -RTIMP-AND -RTIOR-HAVE CHANGED FROM THOSE USED WITH THE 1973-STYLE INPUT STRUCTURE. THE DEFINITION OF -AMSKK-ON RM-CARD WAS CHANGED WI TH REVISIONS DATED 28 SEP 81. THIS IS THE FORTRAN77 VERS ION NEW OPTIONS : DAMBREAK OUTFLOW SUBMERGENCE , SINGLE EVENT DAMAGE CALCULATION, DSS : WRITE STAGE FREQUENCY, DSS:READ TIME SERIES AT DESIRED CALCULATION INTERVAL LOSS RATE:GREEN AND AMPT INFILTRATION KINEMATIC WAVE: NEW FINITE DIFFERENCE ALGORITHM HEC-1 INPUT PAGE LINE ID ....... 1. ...... 2 ....... 3 ....... 4. ...... 5 ....... 6 ....... 7 .•..... 8 ....... 9 ...... 10 ID 25 YEAR EXISTING CONDITIONS IT 1441 IO 0 4 KK DA2 5 KM 25 Year Existing Conditions 6 KO 22 BA 0.0508 PB 8.8 IN 30 10 PC .0053 .0108 .0164 .0223 . 0284 .0347 .0414 .0483 . 0555 .0632 11 PC .0712 .0797 .0887 .0984 .1089 .1203 .1328 .14 67 .1625 .1808 12 PC .2042 . 2351 .2833 . 6632 .7351 . 7724 .7989 .8197 .8380 .8538 13 PC . 8676 .8801 .8914 .9019 . 9115 . 9206 .9291 .9371 . 9446 . 9519 14 PC .9588 .9653 .9717 .9777 .9836 .9892 .9947 1. 00 15 LS 94 90 16 UD 0.12 17 KK Pond 18 KM Detention Pond 19 KO 22 20 RS STOR 21 SA . 6795 1. 3874 2.0133 2. 6073 2.8619 2.9215 22 SE 261 262 264 266 268 270 23 SL 262. 5 7.065 0.6 . 5 24 SS 269 50 3 1. 5 25 Kl< DAl 26 KM 25 Year Existing Conditions 27 KO 22 28 BA 0. 0664 29 PB 8.8 30 IN 30 31 PC .0053 .0108 . 0164 .0223 .0284 .0347 .0414 .0483 .0555 .0632 32 PC .0712 .0797 . 0887 . 0984 .1089 .1203 .1328 .1467 .1625 .1808 33 PC .2042 .2351 .2833 . 6632 .7351 . 7724 .7989 . 8197 .8380 . 8538 34 PC .8676 .8801 .8914 .9019 .9115 .9206 .9291 . 9371 .9446 . 9519 35 PC .9588 .9653 .9717 .9777 .9836 .9892 .9947 1. 00 36 LS 77 65 37 UD 0.14 38 39 40 41 42 43 44 45 46 47 48 49 so 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 ·so 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 KK 60"P KM Public Storm Sewer KO RK 1030 .005 KK DAlX . 014 22 CIRC KM 25 YEAR EXISTING CONDITIONS DRAINAGE AREA KO 22 BA .0081 8 PB 8. 8 IN PC PC PC PC PC LS UD 30 . 0053 . 0712 .2042 .8676 .9588 .67 0.366 KK DA3X .0108 .0797 .2351 .8801 .9653 75 . 0164 .0887 .2833 .8914 . 9717 0 .0223 .0984 . 6632 .9019 . 9777 .0284 .1089 . 7351 . 9115 .9836 KM 25 YEAR EXISTING CONDITIONS DRAINAGE AREA KO 22 BA .01035 PB 8 . 8 IN 30 PC PC PC PC PC LS . 0053 .0712 .2042 .8676 .9588 . 67 UD 0.1000 KK DA2X .0108 .0797 .2351 .8801 .9653 75 . 0164 .0887 .2833 . 8914 . 9717 0 .0223 .0984 . 6632 . 9019 .9777 .0284 .1089 .7351 .9115 .9836 KM 25 YEAR EXISTING CONDITIONS DRAINAGE AREA KO 22 BA .00502 PB 8 .8 IN 30 PC PC PC PC PC LS UD .0053 . 0712 .2042 .8676 .9588 . 67 0. 297 KK DA4X .0108 .0797 .2351 .8801 .9653 75 . 0164 .0887 .2833 . 8914 . 9717 . 0223 .0984 .6632 .9019 .9777 .0284 .1089 .7351 .9115 .9836 KM 25 YEAR EXISTING CONDI TIONS DRAINAGE AREA KO 22 BA . 00908 PB 8 .8 IN 30 PC . 0053 PC . 0712 PC • 2042 PC .8676 PC . 9588 LS 0. 67 UD 0.1000 KK PTB KM .0108 .0797 .2351 .8801 .9653 75 . 0164 . 0887 .2833 .8914 . 9717 0 .0223 .0984 . 6632 .9019 .9777 .0284 .1089 .7351 . 9115 .9836 KO 22 HC KK DA4 KM KO BA PB IN PC PC PC PC PC LS UD 25 Year Existing Conditions 0. 0189 8.8 30 .0053 . 0712 .2042 .8676 .9588 0 0.10 KK PTA .0108 .0797 .2351 .8801 .9653 77 KM Existing Inlet KO HC zz . 0164 .0887 .2833 .8914 . 9717 0 .0223 .0984 . 6632 .9019 .9777 22 .0284 .1089 . 7351 . 9115 .9836 22 . 0347 .1203 . 7724 .9206 . 9892 .0347 .1203 . 7724 . 9206 . 9892 . 0347 .1203 . 7724 . 9206 . 9892 . 0347 .1203 . 7724 . 9206 . 9892 .0347 .1203 . 7724 .9206 . 9892 . 0414 .1328 .7989 . 9291 . 9947 . 0414 .1328 .7989 . 9291 . 9947 .0414 .1328 .7989 . 9291 .9947 . 0414 .1328 .7989 . 9291 .9947 . 0414 .1328 .7989 . 9291 .9947 .0483 .14 67 .8197 . 9371 1. 00 .0483 .14 67 .8197 . 9371 1. 00 . 0483 .1467 . 8197 . 9371 1. 00 .0483 .1467 .8197 . 9371 1. 00 . 0483 .1467 . 8197 . 9371 1. 00 .0555 .1625 .8380 .9446 .0555 .1625 .8380 .9446 .0555 .1625 .8380 .9446 .0555 .1625 .8380 .9446 .0555 .1625 .8380 .9446 .0632 .1808 .8538 .9519 .0632 .1808 .8538 .9519 .0632 .1808 .8538 .9519 .0632 .1808 .8538 .9519 . 0632 .1808 .8538 .9519 FLOOD HYDROGRAPH PACKAGE (HEC-1) MAY 1991 VERSION 4. 0. lE RUN DATE 05/09/2003 TIME 10:41:51 ' 3 IO IT 4 KK 6 KO 17 KK 19 KO 25 YEAR EXISTING OUTPUT CONTROL VARIABLES IPRNT 5 I PLOT 0 QSCAL 0. HYDROGRAPH TIME DATA NMIN !DATE 0 !TIME 0000 NQ 1441 NDDATE 0 NDTIME 0000 !CENT 19 COMPUTATION INTERVAL TOTAL TIME BASE ENGLISH UNITS CONDITIONS PRINT CONTROL PLOT CONTROL HYDROGRAPH PLOT SCALE MINUTES IN COMPUTATION INTERVAL STARTING DATE STARTING TIME NUMBER OF HYDROGRAPH ENDING DATE ENDING TIME CENTURY MARK 0.02 HOURS 24 .00 HOURS ORDINATES DRAINAGE AREA SQUARE MILES PRECIPITATION DEPTH INCHES LENGTH, ELEVATION FEET FLOW CUBIC FEET PER SECOND STORAGE VOLUME ACRE-FEET SURFACE ARE:A ACRES TEMPERATURE DEGREES FAHRENHEIT DA2 OUTPUT CONTROL IPRNT !PLOT QSCAL IPNCH !OUT ISAVl ISAV2 TIM INT ................ Pond ***********"'"* OUTPUT CONTROL IPRNT !PLOT QSCAL IPNCH !OUT ISAVl ISAV2 TIMINT VARIABLES 5 0. 0 22 1441 0.017 VARIABLES 5 0 0. 0 22 1441 0. 017 PRINT CONTROL PLOT CONTROL HYDROGRAPH PLOT SCALE PUNCH COMPUTED HYDROGRAPH SAVE HYDROGRAPH ON THIS UNIT FIRST ORDINATE PUNCHED OR SAVED LAST ORDINATE PUNCHED OR SAVED TIME INTERVAL IN HOURS PRINT CONTROL PLOT CONTROL HYDROGRAPH PLOT SCALE PUNCH COMPUTED HYDROGRAPH SAVE HYDROGRAPH ON THIS UNIT FIRST ORDINATE PUNCHED OR SAVED LAST ORDINATE PUNCHED OR SAVED TIME INTERVAL IN HOURS U.S. ARMY CORPS OF ENGINEERS HYDROLOGIC ENGINEERING CENTER 609 SECOND STREET DAVIS, CALIFORNIA 95616 (916) 756-1104 *** *** *** *** *** *** ••• *** *** *** *** *** *** *** *** *** *** *** *** *** ••• *** *** *** ........ *** *** .... *** *** *** *** 25 KK DAl 27 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT 0 PLOT CONTROL QSCAL 0 . HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH !OUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIMINT 0 . 017 TIME INTERVAL IN HOURS *** *** *** *** *** *** *** ••• *** *"'* *** *** ••• "'** +l<r "'** *lo-* *** *** *** *** *** **"" *** *** *** *** *** *** *** *"'* *** *** 36 KK 40 KO 60"P OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT PLOT CONTROL QSCAL IPNCH !OUT ISAVl ISAV2 TIMI NT 0 . HYDROGRAPH PLOT SCALE 0 PUNCH COMPUTED HYDROGRAPH 22 SAVE HYDROGRAPH ON THIS UNIT FIRST ORDINATE PUNCHED OR SAVED 1441 LAST ORDINATE PUNCHED OR SAVED 0 . 017 TIME INTERVAL IN HOURS *** *** *** *** *** ••• *** *** *** *** *** *** *"* *** *** *"* *** ••• *** *** *""* *** ••• *** *** *** *** *** *** *** *** *** *** 42 KK DAlX 44 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH !OUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIM INT 0. 017 TIME INTERVAL IN HOURS 55 KK DA3X 57 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT PLOT CONTROL QSCAL 0 . HYDROGRAPH PLOT SCALE IP NCH 0 PUNCH COMPUTED HYDROGRAPH IOUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIMINT 0 . 017 TIME INTERVAL IN HOURS *** *** *** *** *** *** *** *** *** *** *** *** *"'* *** *** **"' *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** 68 KK DA2X 70 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH !OUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIMINT 0. 017 TIME INTERVAL IN HOURS *** *** *** *** *** *** *** *** *** *** *** *** "'** *** *** *** *** *** *** *** ....... *** *** *** •.i.* .......... **"' +*• *** *** **"' *******•****** 81 KK DA4X ************** 83 KO OUTPUT CONTROL IPRNT I PLOT QSCAL IPNCH !OUT ISAVl ISAV2 TIM INT VARIABLES 5 0. 0 22 1441 0. 017 PRINT CONTROL PLOT CONTROL HYDROGRAPH PLOT SCALE PUNCH COMPUTED HYDROGRAPH SAVE HYDROGRAPH ON THIS UNIT FIRST ORDINATE PUNCHED OR SAVED LAST ORDINATE PUNCHED OR SAVED TIME INTERVAL IN HOURS *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** 94 KK PTB .96 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH !OUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl l FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIMINT 0.017 TIME INTERVAL IN HOURS 98 KK DA4 100 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH !OUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl l FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIM INT 0.017 TIME INTERVAL IN HOURS *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** 111 KK PTA 113 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH !OUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIMINT 0. 017 TIME INTERVAL IN HOURS RUNOFF SUMMARY FLOW IN CUBIC FEET PER SECOND TIME IN HOURS, AREA IN SQUARE MILES PEAK TIME OF AVERAGE FLOW FOR MAXIMUM PERIOD BASIN MAXIMUM TIME OF OPERATION STATION FLOW PEAK AREA STAGE MAX STAGE 6-HOUR 24-HOUR 72-HOUR HYDROGRAPH AT DA2 219. 11. 50 34. 12. 12. 0' 05 ROUTED TO Pond 66. 11. 75 34. 11. 11. 0. 05 266.24 11. 75 HYDROGRAPH AT DAl 267. 11. 52 41. 14' 14 . 0. 07 ROUTED TO 60"P 267' 11.52 41. 14 ' 14. 0. 07 HYDROGRAPH AT DAlX 21. 11. 68 4. 1. 1. 0. 01 HYDROGRAPH AT DA3X 36. 11. 52 5. 2. 2 . 0. 01 HYDROGRAPH AT DA2X 14. 11. 63 2. 1. 1. 0. 01 HYDROGRAPH AT DA4X 32. 11 . 52 5, 1. 1. 0 ' 01 4 COMBINED AT PTB 98. 11. 53 16. 5 . 5. 0.03 HYDROGRAPH AT DA4 68 , 11.50 10. 3 ' 3. 0' 02 4 COMBINED AT PTA 493. 11. 52 100. 33 . 33. 0.17 SUMMARY OF KINEMATIC WAVE -MUSKINGUM-CUNGE ROUTING (FLOW IS DIRECT RUNOFF WITHOUT BASE FLOW) INTERPOLATED TO COMPUTATION INTERVAL ISTAQ ELEMENT DT PEAK TIME TO VOLUME DT PEAK TIME TO VOLUME PEAK PEAK (MIN) (CFS) (MIN) (IN) (MIN) (CFS) (MIN) (IN) 60"P MANE 0. 50 266.66 691.54 7.83 1.00 266 .51 691. 00 7.83 CONTINUITY SUMMARY (AC-FT) -INFLOW=0.2771E+02 EXCESS=O.OOOOE+OO OUTFLOW=0.2771E+02 BASIN STORAGE=0 .3794E-03 PERCENT ERROR= 0 .0 *** NORMAL END OF HEC-1 *** HECl S/N: 1343001909 HMVersion: 6. 33 FLOOD HYDROGRAPH PACKAGE (HEC-1) MAY 1991 VERSION 4. 0 . l E RUN DATE 05/09/2003 TIME 10:41:16 * Data File: C:\WINNT\•vbh0D70 .TMP x x xxxxxxx xxxxx x x x x x x xx x x x x x xxxxxxx xx xx x xxxxx x x x x x x x x x x x x x x xxxxxxx xxxxx xxx ::::::::::::::::::::::::::::::::::::::::::: .... :::::::::::::::::::::::::::: ::::::::::: Full Microcomputer Implementation by Haestad Methods, Inc . :::::::::::::::::::::::::::::::: ::::::::::: :::::::::::::::: ::::::::::::: :::::::: :::::: U.S. ARMY CORPS OF ENGINEERS HYDROLOGIC ENGINEERING CENTER 609 SECOND STREET DAVIS, CALIFORNIA 95616 (916) 756-1104 37 Brookside Road * Waterbury, Connecticut 06708 ... (203) 755-1666 THIS PROGRAM REPLACES ALL PREVIOUS VERSIONS OF HEC-1 KNOWN AS HECl (JAN 73), HECl GS, HEClDB, AND HEClKW. THE DEFINITIONS OF VARIABLES -RTIMP-AND -RTIOR-HAVE CHANGED FROM THOSE USED WITH THE 1973-STYLE INPUT STRUCTURE . THE DEFINITION OF -AMSKK-ON RM-CARD WAS CHANGED WITH REVISIONS DATED 28 SEP 81 . THIS IS THE FORTRAN77 VERSION NEW OPTIONS: DAMBREAK OUTFLOW SUBMERGENCE , SINGLE EVENT DAMAGE CALCULATION, DSS :WRITE STAGE FREQUENCY, DSS:READ TIME SERIES AT DESIRED CALCULATION INTERVAL LOSS RATE:GREEN AND AMPT INFILTRATION KINEMATIC WAVE: NEW FINITE 01 FFERENCE ALGORITHM HEC-1 INPUT LINE 10 ....... 1 ....... 2 ....... 3 ....... 4 ....... 5 ...... .6 ....... 7 ...... . 8 ....... 9 ...... 10 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 ID IT IO KK KM KO BA PB IN PC PC PC PC PC LS UD KK KM KO RS SA SE SL SS KK KM KO BA PB IN PC PC PC PC PC LS uo 50 YEAR EXISTING CONDITIONS 1441 0 DAZ so Year Existing Conditions 0 .0508 9 . 8 30 . 0053 . 0108 . 0164 .0223 . 0712 . 0797 . 0887 .0984 .2042 . 2351 .2833 . 6632 . 8676 .8801 . 8914 .9019 .9588 . 9653 . 9717 . 9777 0 94 90 0 .12 Pond Det enti on Pond STOR .6795 1.3874 2.0133 2.6073 261 262 264 266 262. 5 7 .065 0.6 .5 269 50 1. 5 OAl 50 Year Existi ng Conditi ons 0 . 0664 9 . 8 30 . 0053 . 0108 . 0164 .0223 .0712 . 0797 .0887 .0984 . 2042 . 2351 .2833 . 6632 . 8676 .8801 .8914 .9019 . 9588 . 9653 . 9717 . 9777 0 77 65 0.14 22 . 0284 . 0347 . 0414 .0483 .0555 . 0632 .1089 .1203 .1328 .14 67 .1625 .1808 .7351 .7724 .7989 . 8197 .8380 . 8538 . 9115 .9206 . 9291 .9371 .9446 .9519 .9836 . 9892 .9947 1. 00 22 2.8619 2.9215 268 270 22 . 0284 . 0347 .0414 .0483 .0555 .0632 .1089 .1203 .1328 .14 67 .1625 .1808 .7351 . 7724 . 7989 .8197 .8380 . 8538 .9115 . 9206 . 9291 . 9371 .9446 .9519 .9836 . 9892 .9947 1. 00 PAGE 38 39 40 41 42 43 44 45 46 47 48 49 so Sl S2 S3 S4 S5 S6 S7 S8 S9 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 llO lll ll2 ll3 ll4 ll5 KK 60"P KM Public Storm Sewer KO RK 1030 .ODS KK DAlX . 014 22 CIRC KM SO YEAR EXISTING CONDITIONS DRAINAGE AREA KO 22 BA .00818 PB 9 . 8 IN 30 PC PC PC PC PC LS UD .OOS3 . 0712 .2042 .8676 . 9588 . 67 0 . 366 KK DA3X .0108 . 0797 . 2351 .8801 . 9653 75 . 0164 . 0887 .2833 . 8914 . 9717 . 0223 . 0984 .6632 .9019 . 9777 .0284 .1089 .7351 . 9ll5 .9836 KM 50 YEAR EXISTING CONDITIONS DRAINAGE AREA KO 22 BA .01035 PB 9. 8 IN 30 PC . 0053 PC . 0712 PC .2042 PC . 8676 PC . 9588 LS . 67 UD 0.1000 KK DA2X .0108 . 0797 .2351 . 8801 . 9653 7S . 0164 .0887 .2833 . 8914 .9717 0 .0223 .0984 . 6632 . 9019 . 9777 .0284 .1089 .7351 .9ll5 .9836 KM 50 YEAR EXISTING CONDITIONS DRAINAGE AREA KO 22 BA .00502 PB 9 . 8 IN PC PC PC PC PC LS UD 30 .0053 .0712 .2042 . 8676 .9588 . 67 0. 297 KK DA4X . 0108 . 0797 . 2351 .8801 .9653 75 . 0164 .0887 .2833 . 8914 .9717 .0223 .0984 .6632 .9019 .9777 . 0284 .1089 .7351 .9115 .9836 KM 50 YEAR EXISTING CONDITIONS DRAINAGE AREA KO 22 BA .00908 PB • 9 .8 IN 30 PC .0053 PC . 0712 PC . 2042 PC . 8676 PC . 9588 LS 0 . 67 UD 0.1000 KK PTB KM .0108 .0797 . 2351 .8801 . 9653 75 . 0164 . 0887 .2833 .8914 . 9717 0 .0223 .0984 . 6632 .9019 .9777 .0284 .1089 .7351 .9115 .9836 KO 22 HC KK DA4 KM 50 Year Existing Conditions KO BA 0.0189 PB 9 . 8 IN PC PC PC PC PC LS UD 30 .0053 . 0712 .2042 . 8676 . 9588 0 0 .10 KK PTA .0108 .0797 . 2351 .8801 .9653 77 KM Existing Inlet KO HC zz . 0164 . 0887 .2833 . 8914 . 9717 0 .0223 .0984 .6632 .9019 .9777 22 .0284 .1089 . 7351 .9ll5 .9836 22 .0347 .1203 .7724 . 9206 .9892 .0347 .1203 . 7724 .9206 . 9892 . 0347 .1203 .7724 .9206 .9892 .0347 .1203 . 7724 .9206 . 9892 . 0347 .1203 . 7724 . 9206 . 9892 . 0414 .1328 .7989 . 9291 .9947 . 0414 .1328 .7989 . 9291 .9947 .0414 .1328 .7989 .9291 .9947 .0414 .1328 .7989 . 9291 .9947 . 04 14 .1328 .7989 . 9291 . 9947 .0483 .1467 .8197 .9371 1. 00 .0483 .14 67 .8197 . 9371 1. 00 .0483 .1467 . 8197 .9371 1. 00 .0483 .14 67 . 8197 . 9371 1. 00 . 04 83 .14 67 . 8197 .9371 1. 00 .0555 .1625 .8380 .9446 .0555 .1625 .8380 .9446 .0555 .1625 .8380 . 944 6 .0555 .1625 .8380 . 944 6 .0555 .1625 .8380 .9446 .0632 .1808 .8538 .9519 .0632 .1808 .8538 .9519 .0632 .1808 .8538 .9519 . 0632 .1808 .8538 .9519 .0632 .1808 .8538 .9519 FLOOD HYDROGRAPH PACKAGE (HEC-1 ) MAY 1991 VERSION 4. 0. lE RUN DATE 05/09/2003 TIME 10:41:16 * 3 IO IT 4 KK 6 KO 17 KK 19 KO 50 YEAR EXISTING CONDITIONS OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE HYDROGRAPH TIME DATA NMIN MINUTES IN COMPUTATION INTERVAL IDATE STARTING DATE I TIME 0000 STARTING TIME NQ 1441 NUMBER OF HYDROGRAPH ORDINATES NDDATE ENDING DATE NDTIME 0000 ENDING TIME I CENT 19 CENTURY MARK COMPUTATION INTERVAL 0. 02 HOURS TOTAL TIME BASE 24.00 HOURS ENGLISH UNITS DRAINAGE AREA PRECIPITATION DEPTH LENGTH, ELEVATION FLOW SQUARE MILES INCHES STORAGE VOLUME SURFACE AREA TEMPERATURE DA2 OUTPUT CONTROL IPRNT I PLOT QSCAL IPNCH I OUT ISAVl ISAV2 TIMINT Pond OUTPUT CONTROL IPRNT I PLOT QSCAL IPNCH IOUT ISAVl ISAV2 TIM INT FEET CUBIC FEET PER SECOND ACRE-FEET ACRES DEGREES FAHRENHEIT VARIABLES 5 PRINT CONTROL PLOT CONTROL 0. HYDROGRAPH PLOT SCALE 0 PUNCH COMPUTED HYDROGRAPH 22 SAVE HYDROGRAPH ON THIS UNIT l FIRST ORDINATE PUNCHED OR SAVED 1441 LAST ORDINATE PUNCHED OR SAVED 0.017 TIME INTERVAL IN HOURS VARIABLES 5 PRINT CONTROL 0 PLOT CONTROL o. HYDROGRAPH PLOT SCALE 0 PUNCH COMPUTED HYDROGRAPH 22 SAVE HYDROGRAPH ON THIS UNIT FIRST ORDINATE PUNCHED OR SAVED 1441 LAST ORDINATE PUNCHED OR SAVED 0. 017 TIME INTERVAL IN HOURS U.S. ARMY CORPS OF ENGINEERS HYDROLOGIC ENGINEERING CENTER 609 SECOND STREET DAVIS, CALIFORNIA 95616 (916) 756-1104 25 KK DA! 27 KO OUTPUT CONTROL VARIABLES I PRNT 5 PRINT CONTROL I PLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH !OUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl FIRST ORD INATE PUNCHED OR SAVED I SAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIM INT 0. 017 TIME INTERVAL IN HOURS 38 KK 60"P 40 KO OUTPUT CONTROL VARIABLES IPRNT 5 PR INT CONTROL I PLOT 0 PLOT CONTROL QSCAL 0 . HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH !OUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIM INT 0. 017 TIME INTERVAL IN HOURS 42 KK DAlX 44 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH !OUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl 1 FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIMINT 0 . 017 TIME INTERVAL IN HOURS 55 KK DAJX 57 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH !OUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIMINT 0. 017 TIME INTERVAL IN HOURS ••• *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ••• *** *** *** *** ...... *** 68 KK 70 KO 81 KK 83 KO 94 KK 96 KO 98 KK 100 KO DA2X OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT 0 PLOT CONTROL QSCAL 0 . HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH IOUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIMI NT 0.017 TIME INTERVAL IN HOURS DA4X OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH IOUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIMINT 0 . 017 TIME INTERVAL IN HOURS PTB OUTPUT CONTROL VARIABLES lPRNT 5 PRINT CONTROL !PLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH !OUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl ISAV2 TIM INT FIRST ORDINATE PUNCHED OR SAVED 1441 LAST ORDINATE PUNCHED OR SAVED 0. 017 TIME INTERVAL IN HOURS "*********"*** DA4 ************** OUTPUT CONTROL IPRNT I PLOT QSCAL IPNCH IOUT ISAVl ISAV2 TIMINT VARIABLES 5 0 0. 0 22 1441 0. 017 PRINT CONTROL PLOT CONTROL HYDROGRAPH PLOT SCALE PUNCH COMPUTED HYDROGRAPH SAVE HYDROGRAPH ON THIS UNIT FIRST ORDINATE PUNCHED OR SAVED LAST ORDINATE PUNCHED OR SAVED TIME INTERVAL IN HOURS *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ••• *** *** *** ••• *** *** *** *** *** *** *** *** *** *** *** *** *** 111 KK 113 KO 6-HOUR PTA OUTPUT CONTROL VARIABLES IPRNT I PLOT QSCAL IPNCH IOUT ISAVl ISAV2 TIM INT OPERATION STATION 24-HOUR 72-HOUR HYDROGRAPH AT DA2 ROUTED TO Pond HYDROGRAPH AT DAl ROUTED TO 60"P HYDROGRAPH AT DAlX HYDROGRAPH AT DA3X HYDROGRAPH AT DA2X HYDROGRAPH AT OMX 4 COMBINED AT PTB HYDROGRAPH AT DM 4 COMBINED AT PTA ISTAQ ELEMENT 60"P MANE 5 0 . 0 22 144 l 0 . 017 PRINT CONTROL PLOT CONTROL HYDROGRAPH PLOT SCALE PUNCH COMPUTED HYDROGRAPH SAVE HYDROGRAPH ON THIS UNIT FIRST ORDINATE PUNCHED OR SAVED LAST ORDINATE PUNCHED OR SAVED TIME INTERVAL IN HOURS RUNOFF SUMMARY FLOW IN CUBIC FEET PER SECOND TIME IN HOURS, AREA IN SQUARE MILES PEAK TIME OF AVERAGE FLOW FOR MAXIMUM PERIOD FLOW PEAK 244 . 11 . 50 38 . 13. 13. 69. ll . 77 37. 12. 12 . 300. ll.52 4 6. 16. 16. 300. ll. 52 46. 16. 16. 25. ll.68 5. l. l. 42. ll. 50 6. 2. 2 . l7. ll. 63 3. l. l . 36. l l. 50 5. 2 . 2 . 113. ll. 53 19. 6 . 6. 78 . ll. 50 ll. 4. 4. 554 . ll. 52 113. 37. 37 . BASIN AREA 0 . 05 0 .05 0 .07 0 .07 0 . 01 0 . 01 0 . 01 0 . 01 0 . 03 0 .02 0.17 SUMMARY OF KINEMATIC WAVE -MUSKINGUM-CUNGE ROUTING (FLOW IS DIRECT RUNOFF WITHOUT BASE FLOW ) INTERPOLATED TO COMPUTATION INTERVAL OT PEAK TIME TO VOLUME OT PEAK TIME TO PEAK PEAK (MIN) (CFS) (MIN) (IN) (MIN) (CFS) (MIN) 0. 50 299. 67 691. 52 8 . 80 l. 00 299.56 691 . 00 MAXIMUM STAGE 266.63 VOLUME (IN) 8.80 TIME OF MAX STAGE 11. 77 CONTINUITY SUMMARY (AC-FT) -INFLOW=0.3ll7E+02 EXCESS=O.OOOOE+OO OUTFLOW=0.3ll7E+02 BASIN STORAGE=0.4372E-03 PERCENT ERROR= 0.0 *** NORMAL END Of HEC-1 *** HECl S/N: 1343001909 HMVersion: 6. 33 ** * * * ** * * *. * * * * * * *. * * * * * * * * ** * * * * * * * * * * * * FLOOD HYDROGRAPH PACKAGE (HEC-1) MAY 1991 VERSION 4. 0. lE RUN DATE 05/09/2003 TIME 10:40:20 * * ** * * * * ** * * * ** * * * * ** * * * * * * * * * * * * ** * * * ** * + Data File: C:\WINNT\-vbh043F.TMP x x xxxxxxx xxxxx x x x x x x xx x x x x x xxxxxxx xxxx x xxxxx x x x x x x x x x x x x x x xxxxxxx xxxxx xxx ::::::::::::::::::::::::::::::::::::::::::: ::;:::::::::::::::::::::::::::::::::::::::: Full Microcomputer Implementation by Haestad Methods, Inc. ::::::::::::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::::::::::::::: U.S. ARMY CORPS OF ENGINEERS HYDROLOGIC ENGINEERING CENTER 609 SECOND STREET DAVIS, CALIFORNIA 95616 (916) 756-1104 37 Brookside Road * Waterbury, Connecticut 06708 * (203) 755-1666 THIS PROGRAM REPLACES ALL PREVIOUS VERSIONS OF HEC-1 KNOWN AS HECl (JAN 73), HEClGS, HEClDB, AND HEClKW. THE DEFINITIONS OF VARIABLES -RTIMP-AND -RTIOR-HAVE CHANGED FROM THOSE USED WITH THE 1973-STYLE INPUT STRUCTURE. THE DEFINITION OF -AMSKK-ON RM-CARD WAS CHANGED WITH REVISIONS DATED 28 SEP 81. THIS IS THE FORTRAN77 VERSION NEW OPTIONS: DAMBREAK OUTFLOW SUBMERGENCE , SINGLE EVENT DAMAGE CALCULATION, DSS :WRITE STAGE FREQUENCY, DSS:READ TIME SERIES AT DESIRED CALCULATION INTERVAL LOSS RATE :GREEN AND AMPT INFILTRATION KINEMATIC WAVE: NEW FINITE DIFFERENCE ALGORITHM HEC-1 INPUT LINE 4 5 6 9 10 ll 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 ID ....... 1 ....... 2 ....... 3 ....... 4. ID 100 YEAR EXISTING CONDITIONS IT l 1441 IO 5 KK DA2 KM 100 Year Existing Conditions KO BA 0.0508 PB ll IN 30 PC .0053 . 0108 . 0164 .0223 PC .0712 .0797 . 0887 .0984 PC .2042 . 2351 .2833 . 6632 PC . 8676 .8801 .8914 .9019 PC .9588 .9653 . 9717 .9777 LS 94 90 UD 0.12 KK Pond KM Detention Pond KO RS STOR SA .6795 l. 3874 2 .0133 2. 6073 SE 261 262 264 266 SL 262 . 5 7.065 0.6 .5 SS 269 so 3 1.5 KK DAl KM 100 Year Existing Conditions KO BA 0 . 0664 PB 11 IN 30 PC .0053 .0108 .0164 .0223 PC .0712 .0797 .0887 .0984 PC .2042 .2351 .2833 . 6632 PC .8676 .8801 .8914 .9019 PC .9588 .9653 . 9717 . 9777 LS 0 77 65 UD 0 .14 ...... 5 ....... 6 .. 22 . 0284 .0347 .1089 .1203 .7351 . 7724 . 9115 . 9206 .9836 . 9892 22 2 .8619 2.9215 268 270 22 . 0284 .0347 .1089 .1203 .7351 . 7724 . 9115 .9206 .9836 . 9892 ..... 7 ....... 8 ....... 9 ...... 10 . 0414 .0483 .0555_ .0632 .1328 .1467 .1625 .1808 .7989 .8197 .8380 .8538 .9291 .9371 .9446 . 95191 . 9947 l. 00 . 0414 . 0483 .0555 . 0632 .1328 .1467 .1625 .1808 .7989 .8197 .8380 .8538 . 9291 . 9371 .9446 .9519 . 9947 l. 00 PAGE 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 KK 60"P KM Public Storm Sewer KO RK 1030 KK DAlX . 005 .014 22 CIRC KM 100 YEAR EXISTING CONDITIONS DRAINAGE AREA KO 22 BA .00818 PB 11 IN 30 PC PC PC PC PC LS UD .0053 .0712 .2042 .8676 .9588 . 67 0. 366 KK DA3X .0108 .0797 . 2351 .8801 . 9653 75 . 0164 . 0887 .2833 .8914 . 9717 0 .0223 . 0984 . 6632 .9019 . 9777 . 0284 .1089 . 7351 . 9115 .9836 .0347 .1203 . 7724 .9206 .9892 KM 100 YEAR EXISTING CONDITIONS DRAINAGE AREA KO 22 BA .01035 PB 11 IN 30 PC . 0053 PC . 0712 PC .2042 PC .8676 PC . 9588 LS . 67 UD 0 .1000 KK DA2X .0108 . 0797 . 2351 . 8801 .9653 75 . 0164 .0887 .2833 . 8914 . 9717 0 .0223 .0984 . 6632 .9019 .9777 .0284 .1089 .7351 .9115 .9836 .0347 .1203 . 7724 . 9206 .9892 KM 100 YEAR EXISTING CONDITIONS DRAINAGE AREA KO 22 BA . 00502 PB 11 IN 30 PC . 0053 PC . 0712 PC . 2042 PC .8676 PC . 9588 LS . 67 UD 0.297 KK OMX .0108 . 0797 .2351 .8801 .9653 75 .0164 .0887 .2833 .8914 . 9717 .0223 .0984 . 6632 .9019 .9777 . 0284 .1089 .7351 .9115 .9836 . 0347 .1203 . 7724 .9206 .9892 KM 100 YEAR EXISTING CONDITIONS DRAINAGE AREA KO 22 BA .00908 PB 11 IN 30 PC . 0053 PC . 0712 PC . 2042 PC . 8676 PC . 9588 LS 0. 67 UD 0 . 1000 KK PTB KM .0108 . 0797 .2351 .8801 .9653 75 .0164 .0887 .2833 . 8914 . 9717 0 .0223 .0984 . 6632 .9019 .9777 . 0284 .1089 .7351 . 9115 .9836 KO 22 HC KK OM KM 100 Year Existing Conditions KO 22 BA 0 .0189 PB 11 IN 30 PC . 0053 PC .0712 PC . 2042 PC .8676 PC . 9588 LS 0 UD 0 .10 KK PTA .0108 .0797 .2351 .8801 .9653 77 KM Existing Inlet . 0164 .0887 .2833 .8914 . 9717 .0223 .0984 .6632 .9019 . 9777 .0284 .1089 . 7351 .9115 .9836 KO 22 HC zz . 0347 .1203 . 7724 .9206 . 9892 .0347 .1203 . 7724 . 9206 . 9892 . 0414 .1328 .7989 .9291 .9947 . 0414 .1328 .7989 . 9291 .9947 .0414 .1328 .7989 .9291 .9947 .0414 .1328 .7989 . 9291 .9947 .0414 .1328 .7989 .9291 .9947 .0483 .14 67 .8197 . 9371 1. 00 .0483 .14 67 .8197 . 9371 1. 00 .0483 .1467 .8197 . 9371 1. 00 .0483 .14 67 . 8197 . 9371 1. 00 .0483 .1467 .8197 . 9371 1. 00 . 0555 .1625 .8380 . 94 4 6 .0555 .1625 .8380 .9446 .0555 .1625 .8380 .9446 .0555 .1625 .8380 .9446 .0555 .1625 .8380 .944 6 . 0632 .1808 .8538 .9519 .0632 .1808 .8538 .9519 .0632 .1808 .8538 .9519 . 0632 .1808 .8538 .9519 .0632 .1808 .8538 .9519 • **Ir* ............ ******* ..... **+*+** ........... ********* FLOOD HYDROGRAPH PACKAGE (HEC-1 ) MAY 1991 VERSION 4. 0. lE RUN DATE 05/09/2003 TIME 10:40:20 • ***************************************** 3 IO IT 100 YEAR EXISTING CONDITIONS OUTPUT CONTROL VARIABLES I PRNT 5 PRINT CONTROL I PLOT SCAL HYDROGRAPH TIME DATA 0 PLOT CONTROL 0. HYDROGRAPH PLOT SCALE NMIN MINUTES IN COMPUTATION INTERVAL !DATE I TIME 0000 NQ 1441 NDDATE 0 NDTIME 0000 I CENT 19 COMPUTATION INTERVAL TOTAL TIME BASE ENGLISH UNITS STARTING DATE STARTING TIME NUMBER OF HYDROGRAPH ENDING DATE ENDING TIME CENTURY MARK 0. 02 HOURS 24.00 HOURS DRAINAGE AREA SQUARE MILES PRECIPITATION DEPTH INCHES LENGTH, ELEVATION FEET FLOW CUBIC FEET PER SECOND STORAGE VOLUME ACRE-FEET SURFACE AREA ACRES TEMPERATURE DEGREES FAHRENHEIT ORDINATES * * * * * * * * * * * * * * * * * * * * * * * * ** ** * * * * * * ** * ** U.S. ARMY CORPS OF ENGINEERS HYDROLOGIC ENGINEERING CENTER 609 SECOND STREET DAVIS, CALIFORNIA 95616 (916) 756-1104 *************************************** .... *** *** *** *** *** .... *** .... *** *** *** *** *** *** *** *** .... ++• *** *** *** *** *** *** *** *** *** *** *** *** *** *** 4 KK 6 KO DA2 . -************** OUTPUT CONTROL I PRNT I PLOT QSCAL IPNCH IOUT ISAVl ISAV2 TIM INT VARIABLES 5 0 0. 0 22 PRINT CONTROL PLOT CONTROL HYDROGRAPH PLOT SCALE PUNCH COMPUTED HYDROGRAPH SAVE HYDROGRAPH ON THIS UNIT FIRST ORDINATE PUNCHED OR SAVED 1441 LAST ORDINATE PUNCHED OR SAVED 0.017 TIME INTERVAL IN HOURS *** *** "** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ************** 17 KK Pond ************** 19 KO OUTPUT CONTROL IPRNT I PLOT QSCAL IPNCH IOUT ISAVl ISAV2 TIM INT VARIABLES 5 0. 0 22 1441 0.017 PRINT CONTROL PLOT CONTROL HYDROGRAPH PLOT SCALE PUNCH COMPUTED HYDROGRAPH SAVE HYDROGRAPH ON THIS UNIT FIRST ORDINATE PUNCHED OR SAVED LAST ORDINATE PUNCHED OR SAVED TIME INTERVAL IN HOURS *** *** *** *** *** *** *** ••• *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** 25 KK 27 KO 38 KK 40 KO DAl OUTPUT CONTROL IPRNT I PLOT QSCAL IPNCH IOUT ISAVl ISAV2 TIMINT 60"P OUTPUT CONTROL IPRNT I PLOT QSCAL IPNCH IOUT ISAVl ISAV2 TIMINT VARIABLES 5 0 0. 0 22 1441 0 .017 VARIABLES 5 0 0 . 22 1 1441 0.017 PRINT CONTROL PLOT CONTROL HYDROGRAPH PLOT SCALE PUNCH COMPUTED HYDROGRAPH SAVE HYDROGRAPH ON THIS UNIT FIRST ORDINATE PUNCHED OR SAVED LAST ORDINATE PUNCHED OR SAVED TIME INTERVAL IN HOURS PRINT CONTROL PLOT CONTROL HYDROGRAPH PLOT SCALE PUNCH COMPUTED HYDROGRAPH SAVE HYDROGRAPH ON THIS UNIT FIRST ORDINATE PUNCHED OR SAVED LAST ORDINATE PUNCHED OR SAVED TIME INTERVAL IN HOURS *** *** *** *** *** *** *** *** *** *** *** *•* "'** .... 1r1•• *** *** ••• *** *** *** *** *** *** *** *** *** **• *** *** ••• *** *** ************** 42 KK DAlX ************** 44 KO OUTPUT CONTROL IPRNT I PLOT QSCAL IPNCH IOUT ISAVl ISAV2 TIMINT VARIABLES 5 0 0. 0 22 1 1441 0.017 PRINT CONTROL PLOT CONTROL HYDROGRAPH PLOT SCALE PUNCH COMPUTED HYDROGRAPH SAVE HYDROGRAPH ON THIS UNIT FIRST ORDINATE PUNCHED OR SAVED LAST ORDINATE PUNCHED OR SAVED TIME INTERVAL IN HOURS *** *** *** *** *** *** *** *** *** *** *** ··~ *** ••• *** *** *** ••• *** *** *** ••• *** ••• *** *** •••••• *** *** *** *** .... 55 KK DA3X 57 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT 0 PLOT CONTROL QSCAL 0 . HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH IOUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl 1 FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIMINT 0.017 TIME INTERVAL IN HOURS 68 KK DA2X 70 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT 0 PLOT CONTROL QSCAL 0 . HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH IOUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIMINT 0. 017 TIME INTERVAL IN HOURS Bl KK DA4X 83 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IPNCH PUNCH COMPUTED HYDROGRAPH IOUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl 1 FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIM INT 0. 017 TIME INTERVAL IN HOURS 94 KK PTB 96 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL !PLOT PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH !OUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIMINT 0.017 TIME INTERVAL IN HOURS ••• *** *** *** *** .... *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *'** *** *** ........ *** 98 KK DA4 100 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH IOUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl 1 FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIMINT 0. 017 TIME INTERVAL IN HOURS *** *** *** *** *** *** *** *** *** *** *** *** *** **"' *** *** *** *** *** *** *** *** ••• *** *** *** *** *** *"'* *** *** *** *** 111 KK PTA 113 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT 0 PLOT CONTROL QSCAL 0 . HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH !OUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIMINT 0. 017 TIME INTERVAL IN HOURS RUNOFF SUMMARY FLOW IN CUBIC FEET PER SECOND TIME IN HOURS , AREA IN SQUARE MILES PEAK TIME OF AVERAGE FLOW FOR MAXIMUM PERIOD BASIN MAXIMUM TIME OF OPERATION STATION FLOW PEAK AREA STAGE MAX STAGE 6-HOUR 24-HOUR 72-HOUR HYDROGRAPH AT DA2 274 . 11.50 43. 15. 15. o. 05 ROUTED TO Pond 73 . 11. 77 42 . 14. 14. 0. 05 267 .11 11. 77 HYDROGRAPH AT DAl 339. 11 .52 52. 18. 18 . 0. 07 ROUTED TO 60"P 339. 11. 52 52 . 18. 18. 0. 07 HYDROGRAPH AT DAlX 29. 11.68 5 . 2. 2. 0. 01 HYDROGRAPH AT DA3X 48. 11. 50 7 . 2. 2. 0. 01 HYDROGRAPH AT DA2X 19. 11 .63 3 . 1. 1. 0. 01 HYDROGRAPH AT DA4X 42. 11.50 6. 2. 2. 0.01 4 COMBINED AT PTB 131. 11 .53 22. 7. 7. 0.03 HYDROGRAPH AT DA4 90. 11 .50 13. 4. 4. 0. 02 4 COMBINED AT PTA 627. 11 . 52 128 . 43 . 43. 0.17 SUMMARY OF KINEMATIC WAVE -MUSKINGQl!-CUNGE ROUTING (FLOW IS DIRECT RUNOFF WITHOUT BASE FLOW) INTERPOLATED TO COMPUTATION INTERVAL I STAQ ELEMENT DT PEAK TIME TO VOLUME DT PEAK TIME TO VOLUME PEAK PEAK (MIN) (CFS) (MIN I (IN) (MIN) (CFS) (MIN) (IN) 60"P MANE 0 . 49 339 .25 691 .35 9.98 1. 00 339 .12 691 . 00 9. 98 CONTINUITY SUMMARY (AC-FT) -INFLOW=0.3534E+02 EXCESS=O .OOOOE+OO OUTFLOW=0.3534E+02 BASIN STORAGE=0.5658E-03 PERCENT ERROR= 0.0 *** NORMAL END OF HEC-1 *** ATTACHMENT C HEC-1 PROPOSED CONDITIONS HECl S/N: 1343001909 HMVersion : 6. 33 FLOOD HYDROGRAPH PACKAGE (HEC-1) MAY 1991 VERSION 4.0 .lE RUN DATE 05/08/2003 TIME 14: 11 : 42 ' Data File: C:\WINNT\-vbh2C3A.TMP x x xxxxxxx xxxxx x x x x x x xx x x x x x xxxxxxx xx xx x xxxxx x x x x x x x x x x x x x x xxxxxxx xxxxx xxx :::::::::::::::::: ::::::::::::::::::::: ::::::::::::::::::::::::::::::::::::::::::: Full Microcomputer Implementati on by Ha es tad Methods, Inc. ::::::::::::::::::::::::::::::::::::::::::: :::::::::: :::::::::::::::::::::::·········· *** *** * * *****"'**** ** ***. * ***** ********* U.S . ARMY CORPS OF ENGINEERS HYDROLOGIC ENGINEERING CENTER 609 SECOND STREET DAVIS, CALIFORNIA 95616 (916) 756-1104 37 Brookside Road * Waterbury, Connecticut 06708 * (203) 755-1666 THIS PROGRAM REPLACES ALL PREVIOUS VERSIONS OF HEC-1 KNOWN AS HECl (JAN 73), HEClGS, HEClDB, AND HEClKW . THE DEFINITIONS OF VARIABLES ,RTIMP-AND -RTIOR-HAVE CHANGED FROM THOSE USED WITH THE 1973-STYLE INPUT STRUCTURE . THE DEFINI TION OF -AMSKK-ON RM-CARD WAS CHANGED WITH R,EVISIONS DATED 28 SEP 81. THIS IS THE FORTRAN?? VERSION NEW OPTIONS : DAMBREAK OUTFLOW SUBMERGENCE , SINGLE EVENT DAMAGE CALCULATION, DSS :WRITE STAGE FREQUENCY, DSS:READ TIME SERIES AT DESIRED CALCULATION INTERVAL LOSS RATE:GREEN AND AMPT INFILTRATION KINEMATIC WAVE : NEW FINITE DI FFERENCE ALGORITHM HEC-1 INPUT PAGE LINE ID ....... 1 ....... 2 ....... 3 ....... 4 ... .... 5 ....... 6 ....... 7 ....... 8 ....... 9 ...... 10 ID Year Proposed Conditions 2 441 3 IO 5 4 KK DA2 5 KM 2 Year Existing Conditions 6 KO 22 7 BA 0.0496 8 PB 4.5 9 IN 30 10 PC .0053 .0108 . 0164 .0223 . 0284 . 0347 .0414 . 0483 .0555 .0632 11 PC . 0712 .0797 .0887 .0984 .1089 .1203 .1328 .14 67 .1625 .1808 12 PC .2042 . 2351 .2833 . 6632 .7351 . 7724 .7989 .8197 .8380 .8538 13 PC . 8676 .8801 .8914 .9019 .9115 . 9206 . 9291 . 9371 .9446 . 9519 14 PC .9588 .9653 . 9717 . 9777 .9836 . 9892 . 9947 1. 00 15 LS 0 94 90 16 UD 0 .12 17 KK DA-lAP 18 KM 2 YEAR PROPOSED CONDITIONS DRAINAGE AREA lA 19 KO 22 20 BA . 00962 21 PB 4. 5 22 IN 30 23 PC .0053 .0108 .0164 .0223 .0284 . 0347 .0414 . 0483 .0555 . 0632 24 PC .071 ~ .0797 .0887 .0984 .1089 .1203 .1328 .14 67 .1625 .1808 25 PC .2042 .2351 .2833 . 6632 .7351 . 7724 .7989 . 8197 .8380 .8538 26 PC . 8676 .8801 . 8914 .9019 .9115 . 9206 .9291 . 9371 . 944 6 .9519 27 PC .9588 . 9653 . 9717 . 9777 .9836 .9892 . 9947 1. 00 28 LS 0 98 100 29 UD 0 .1000 30 KK PTl 31 KM 32 KO 22 33 HC 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 KK Pond KM Detention Pond KO RS SA SE SL SS .6795 261 262. 5 269 DAl STOR l.3874 262 7.065 so 2.0133 264 0.6 3 2.6073 266 . 5 l. 5 KK KM KO BA PB IN PC PC PC PC PC LS 2 Year Existing Conditions 0. 0664 4.5 30 . 0053 . 0712 .2042 . 8676 .9588 UD 0 .14 KK 60"P .0108 . 0797 . 2351 .8801 .9653 77 . 0164 .0887 .2833 . 8914 . 9717 65 KM KO RK Public Storm Sewer 1030 . 005 . 014 DA4P .0223 . 0984 . 6632 .9019 . 9777 22 2.8619 268 22 .0284 .1089 .7351 . 9115 .9836 22 CIRC KK KM KO BA PB IN PC PC PC PC PC LS 2 YEAR PROPOSED CONDITIONS DRAINAGE AREA 22 . 00908 4. 5 30 . 0053 . 0712 .2042 . 8676 .9588 .67 UD 0.1000 KK DA-lBP .0108 . 0797 . 2351 .8801 .9653 75 . 0164 .0887 . 2833 . 8914 .9717 .0223 .0984 . 6632 .9019 .9777 .0284 .1089 .7351 . 9115 .9836 2 .9215 270 . 0347 .1203 . 7724 .9206 . 9892 .0347 .1203 . 7724 . 9206 . 9892 KM 2 YEAR PROPOSED CONDITIONS DRAINAGE AREA lB KO 22 BA .00484 PB 4. 5 IN 30 PC . 0053 PC . 0712 PC . 2042 PC .8676 PC . 9588 LS . 38 UD 0.1000 KK DA3P .0108 .0797 .2351 .8801 .9653 84 . 0164 .0887 .2833 . 8914 .9717 38 .0223 .0984 . 6632 . 9019 .9777 . 0284 .1089 .7351 .9115 .9836 KM 2 YEAR PROPOSED CONDITIONS DRAINAGE AREA KO 22 BA . 01035 PB IN PC PC PC PC PC LS 4. 5 30 . 0053 .0712 . 2042 . 8676 .9588 .299 UD 0.1000 KK DA2P .0108 .0797 .2351 .8801 .9653 87 .0164 .0887 .2833 . 8914 . 9717 52 .0223 .0984 . 6632 .9019 .9777 . 0284 .1089 .7351 . 9115 .9836 KM 2 YEAR PROPOSED CONDITIONS DRAINAGE AREA KO 22 BA .00616 PB 4. 5 IN 30 PC . 0053 PC .0712 PC . 2042 PC .8676 PC . 9588 LS .128 UD 0.1000 KK PTB KM KO HC .0108 . 0797 .2351 .8801 .9653 94 . 0164 .0887 . 2833 . 8914 .9717 85 .0223 . 0984 . 6632 . 9019 .9777 . 0284 .1089 .7351 .9115 .9836 22 .0347 .1203 . 7724 . 9206 . 9892 . 0347 .1203 . 7724 .9206 . 9892 .0347 .1203 . 7724 . 9206 . 9892 . 0414 .1328 .7989 . 9291 . 9947 .0414 .1328 .7989 . 9291 .9947 .0414 .1328 .7989 . 9291 .9947 . 0414 .1328 .7989 . 9291 .9947 . 0414 .1328 .7989 . 9291 .9947 .0483 .14 67 .8197 . 9371 l. 00 .0483 . 14 67 .8197 .9371 l. 00 . 0483 . 14 67 .8197 . 9371 l. 00 .0483 .14 67 .8197 . 9371 l. 00 .0483 .1467 . 8197 .9371 l. 00 . 0555 .1625 .8380 . 94 4 6 .0555 .1625 .8380 . 944 6 .0555 .1625 .838Q .9446 .0555 .1625 .8380 . 944 6 .0555 .1625 .8380 .9446 .0632 .1808 .8538 .9519 .0632 .1808 . 8538 .9519 .0632 .1808 .8538 .9519 .0632 .1808 .8538 .9519 . 0632 .1808 .8538 .9519 115 KK DA4 116 KM 2 Year Existing Conditions 117 KO 118 BA 0.0126 119 PB 4.5 120 IN 30 121 PC .0053 122 PC .0712 123 PC .2042 124 PC . 8676 125 PC .9588 126 LS 0 127 UD 0.10 128 KK PTA 129 KM Existing 130 KO 131 HC 132 zz FLOOD HYDROGRAPH PACKAGE (HEC-1) MAY 1991 VERSION 4. 0. lE .0108 . 0797 .2351 .8801 .9653 77 Inlet RUN DATE 05/08/2003 TIME 14 :11:42 ' .0164 .0887 .2833 .8914 . 9717 0 2 Year Proposed Conditions 3 IO OUTPUT CONTROL VARIABLES .0223 . 0984 . 6632 .9019 . 9777 IPRNT 5 PRINT CONTROL I PLOT PLOT CONTROL 22 .0284 .0347 .1089 .1203 . 7351 . 7724 . 9115 .9206 .9836 .9892 22 QSCAL 0 . HYDROGRAPH PLOT SCALE IT HYDROGRAPH TIME DATA NMIN MINUTES IN COMPUTATION INTERVAL !DATE 0 STARTING DATE I TIME 0000 STARTING TIME NQ 1441 NUMBER OF HYDROGRAPH NDDATE END ING DATE NDTIME 0000 ENDING UME I CENT 19 CENTURY MARK COMPUTATION INTERVAL 0 . 02 HOURS TOTAL TIME BASE 24.00 HOURS ENGLISH UNITS DRAINAGE AREA PRECIPITATION DEPTH LENGTH, ELEVATION FLOW STORAGE VOLUME SURFACE AREA TEMPERATURE SQUARE MILES INCHES FEET CUBIC FEET PER SECOND ACRE-FEET ACRES DEGREES FAHRENHEIT ORDINATES .0414 .0483 .1328 .1467 .7989 .8197 . 9291 . 9371 .9947 1. 00 .0555 .0632 .1625 .1808 .8380 .8538 . 944 6 .9519 U.S. ARMY CORPS OF ENGINEERS HYDROLOGIC ENGINEERING CENTER 609 SECOND STREET DAVIS, CALIFORNIA 95616 (916) 756-1104 *** *** *** *** *** **"" *** *** *** *** *** *** *** .,... *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ••• *** *** 4 KK DA2 6 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE I PNCH 0 PUNCH COMPUTED HYDROGRAPH IOUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIMINT 0. 017 TIME INTERVAL IN HOURS *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** 17 KK DA-lAP 19 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH IOUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIMINT 0. 017 TIME INTERVAL IN HOURS 30 KK PTl 32 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH IOUT 22 SAVE HYDROGRAPH ON THIS UNIT I SAVl FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIM INT 0. 017 TIME INTERVAL IN HOURS 34 KK Pond .36 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH IOUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIM INT 0 .017 TIME INTERVAL IN HOURS ***, *** *** *** *** *** *** *** *** *** *** *** *** "** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** 42 KK 44 KO DAl OUTPUT CONTROL VARIABLES I PRNT 5 PRINT CONTROL I PLOT QSCAL IPNCH IOUT ISAVl ISAV2 TIM INT 0 PLOT CONTROL 0. HYDROGRAPH PLOT SCALE PUNCH COMPUTED HYDROGRAPH 22 SAVE HYDROGRAPH ON THIS UNIT l FIRST ORDINATE PUNCHED OR SAVED 1441 LAST ORDINATE PUNCHED OR SAVED 0. 017 TIME INTERVAL IN HOURS *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** 55 KK 60"P 57 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH IOUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIM INT 0.017 TIME INTERVAL IN HOURS 59 KK DA4P 61 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT PLOT CONTROL QSCAL 0 . HYDROGRAPH PLOT SCALE IPNCH PUNCH COMPUTED HYDROGRAPH !OUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl 1 FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIMINT 0 . 017 TIME INTERVAL IN HOURS 72 KK DA-IBP 74 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH !OUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl 1 FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIM INT 0 .017 TIME INTERVAL IN HOURS 85 KK DA3P 87 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT 0 PLOT CONTROL QSCAL 0 . HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH !OUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl 1 FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIMINT 0.017 TIME INTERVAL IN HOURS 98 KK DA2P 100 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH !OUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIM INT 0.017 TIME INTERVAL IN HOURS *** *** *** *** **• *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ..r.•• ••.• **• *** *** ••• *** ••• *** ••• *"'* *** ....... 111 KK PTB 113 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH !OUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIM INT 0. 017 TIME INTERVAL IN HOURS *** *** *** *** *** *** *** *** *** "'** *** ••••••••• *** *** *** *** *** *** *** *** *"* *** *** *** *** *** *** ..... *** *** *** 115 KK DA4 117 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT 0 PLOT CONTROL QSCAL 0 . HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH !OUT 22 SAVE HYDROGRAPH ON THIS UNIT I SAVl FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SA'fED TIM INT 0.017 TIME INTERVAL IN HOURS 128 KK PTA 130 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH !OUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIMINT 0 . 017 TIME INTERVAL IN HOURS RUNOFF SUMMARY FLOW IN CUBIC FEET PER SECOND TIME IN HOURS, AREA IN SQUARE MILES PEAK TIME OF AVERAGE FLOW FOR MAX !MUM PERIOD BASIN MAXIMUM TIME OF OPERATION STATION FLOW PEAK AREA STAGE MAX STAGE 6-HOUR 24-HOUR 72-HOUR HYDROGRAPH AT DA2 109. 11.50 17. 6. 6. 0. 05 HYDROGRAPH AT DA-lAP 21. 11.50 3. 1. 1. 0. 01 COMBINED AT PTl 130. 11. 50 20. 7. 7. 0 . 06 ROUTED TO Pond 51. 11. 70 20 . 6. 6. 0. 06 264.77 11.70 HYDROGRAPH AT DAl 126. 11.52 19. 7. 7. 0 .07 ROUTED TO 60"P 126. 11.53 19. 7. 7. 0. 07 HYDROGRAPH AT DA4P 12. 11.52 2. 0. 0. 0.01 HYDROGRAPH AT DA-lBP 9. 11.50 1. 0. 0. 0. 00 HYDROGRAPH AT DA3P 21. 11.50 3 . 1. 1. 0. 01 HYDROGRAPH AT DA2P 14. 11 .50 2. 1. 1. 0. 01 4 COMBINED AT PTB ~ 11 . 50 8 . 3. 3. 0.03 HYDROGRAPH AT DA4 18. 11.52 2 . 1. 1. 0. 01 4 COMBINED AT PTA 246. 11. 52 50. 16. 16. 0.17 - SUMMARY OF KINEMATIC WAVE -MUSKINGUM-CUNGE ROUTING (FLOW IS DIRECT RUNOFF WITHOUT BASE FLOW) INTERPOLATED TO COMPUTATION INTERVAL ISTAQ ELEMENT DT PEAK TIME TO VOLUME DT PEAK TIME TO VOLUME PEAK PEAK (MIN) (CFS) (MIN) (IN) (MIN) (CFS) (MIN) (IN) 60"P MANE 0 .62 125.53 691 .94 3. 70 1.00 125. 51 692.00 3.70 CONTINUITY SUMMARY (AC-FT) -INFLOW=0 .1310E+02 EXCESS=O.OOOOE+OO OUTFLOW=0 .1310E+02 BASIN STORAGE=0.2284E-03 PERCENT ERROR= 0.0 *** NORMAL END OF HEC-1 *** HECl S/N: 1343001909 HMVersion: 6. 33 FLOOD HYDROGRAPH PACKAGE (HEC-1) MAY 1991 VERSION 4 . 0 . lE RUN DATE 05/08/2003 TIME 14: 10: 51 ' Data File: C:\WINNT\-vbh2711.TMP x x xxxxxxx xxxxx x x x x x x xx x x x x x xxxxxxx xx xx x xxxxx x x x x x x x x x x x x x x xxxxxxx xxxxx xxx :::::::::::::::::::::::::::::::::::::::::: ... ::::::::::::::::::::::::::::::::::::::: Full Microcomputer Implementation by Haestad Methods, Inc. ::::::::::::::::::::::::::::::::::::::::::; ::::::::::::::::::::::::::::::::::::::::::: U.S . ARMY CORPS OF ENGINEERS HYDROLOGIC ENGINEERING CENTER 609 SECOND STREET DAVIS, CALIFORNIA 95616 1916) 756-l104 37 Brookside Road * Waterbury, Connecticut 06708 • (203) 755-1666 THIS PROGRAM REPLACES ALL PREVIOUS VERSIONS OF HEC-1 KNOWN AS HECl (JAN 73), HEClGS, HEClDB, AND HEClKW . THE DEFINITIONS OF VARIABLES -RTIMP-AND -RTIOR-HAVE CHANGED FROM THOSE USED WITH THE 1973-STYLE INPUT STRUCTURE. THE DEFINITION OF -AMSKK-ON RM-CARD WAS CHANGED WITH REVISIONS DATED 28 SEP 81. THIS IS THE FORTRAN77 VERSION NEW OPTIONS: DAMBREAK OUTFLOW SUBMERGENCE , SINGLE EVENT DAMAGE CALCULATION, DSS :WRITE STAGE FREQUENCY, DSS:READ TIME SERIES AT DESIRED CALCULATION INTERVAL LOSS RATE :GREEN AND AMPT INFILTRATION KINEMATIC WAVE: NEW FINITE DIFFERENCE ALGORITHM LINE 4 5 6 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 HEC-1 INPUT ID ..... . . 1 ....... 2 ....... 3 ....... 4 .... ... 5 .. ID Year IT 1 IO 5 KK DA2 KM 5 Year KO BA 0 . 04 96 PB 6.2 IN 30 PC .0053 PC .0712 PC .2042 PC . 8676 PC .9588 LS UD 0 .12 KK DA-lAP KM 5 YEAR KO BA . 00962 PB 6.2 IN 30 PC .0053 PC . 0712 PC .2042 PC .8676 PC .9588 LS 0 UD 0.1000 KK PTl KM KO HC Proposed Conditions 1441 0 Existing Conditions 22 .0108 . 0164 .0223 .0284 .0797 .0887 .0984 .1089 .2351 .2833 . 6632 .7351 .8801 .8914 .9019 .9115 .9653 . 9717 . 9777 .9836 94 90 PROPOSED CONDITIONS DRAINAGE AREA 22 .0108 . 0164 . 0223 . 0284 .0797 .0887 . 0984 .1089 .2351 .2833 .6632 .7351 .8801 .8914 .9019 .9l15 .9653 .9717 . 9777 .9836 98 100 22 ..... 6 ....... 7 ....... 8 ....... 9 ...... 10 .0347 . 0414 . 0483 .0555 .0632 .1203 .1328 .1467 .1625 .1808 . 7724 .7989 . 8197 .8380 .8538 .9206 . 9291 . 9371 .9446 .9519 . 9892 .9947 1. 00 lA .0347 .0414 .0483 .0555 .0632 .1203 .1328 .1467 .1625 .1808 . 7724 .7989 .8197 .8380 .8538 .9206 . 9291 . 9371 .9446 .9519 . 9892 .9947 1. 00 PAGE 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 KK Pond KM Detention Pond KO 22 RS SA SE SL SS . 6795 261 262. 5 STOR 1.3874 262 7.065 2.0133 2.6073 2.8619 264 266 268 2.9215 270 0.6 .5 269 50 1. 5 KK DAl KM 5 Year Existing Conditions KO BA 0. 0664 PB 6. 2 IN 30 PC . 0053 PC .0712 PC .2042 PC .8676 PC . 9588 LS UD 0 .14 KK 60"P .0108 .0797 . 2351 .8801 . 9653 77 .0164 .0887 .2833 . 8914 .9717 65 KM Public Storm Sewer KO RK 1030 DA4P . 005 . 014 .0223 .0984 . 6632 .9019 . 9777 22 .0284 .1089 . 7351 .9115 .9836 22 CIRC KK KM KO BA PB IN PC PC PC PC PC LS UD 5 YEAR PROPOSED CONDITIONS DRAINAGE AREA 22 . 00908 6. 2 30 .0053 . 0712 .2042 .8676 .9588 . 67 0 .1000 KK DA-lBP .0108 .0797 .2351 .8801 .9653 75 . 0164 .0887 . 2833 . 8914 . 9717 0 .0223 .0984 . 6632 .9019 . 9777 .0284 .1089 .7351 . 9115 .9836 .0347 .1203 . 7724 .9206 . 9892 .0347 .1203 . 7724 .9206 .9892 KM 5 YEAR PROPOSED CONDITIONS DRAINAGE AREA lB KO 22 BA .00484 PB 6.2 IN 30 PC . 0053 PC . 0712 PC . 2042 PC . 8676 PC .9588 LS . 38 UD 0.1000 DA3P .0108 . 0797 . 2351 .8801 .9653 84 .0164 .0887 .2833 .8914 . 9717 38 .0223 . 0984 .6632 .9019 . 9777 .0284 .1089 .7351 . 9115 .9836 KK KM KO BA PB IN PC PC PC PC PC LS 5 YEAR PROPOSED CONDITIONS DRAINAGE AREA 22 .01035 6. 2 30 .0053 . 0712 .2042 .8676 .9588 .299 UD 0.1000 KK DA2P . 0108 . 0797 .2351 .8801 .9653 87 . 0164 .0887 .2833 . 8914 . 9717 52 . 0223 .0984 . 6632 .9019 . 9777 .0284 .1089 .7351 .9115 .9836 KM 5 YEAR PROPOSED CONDITIONS DRAINAGE AREA KO 22 BA .00616 PB 6 .2 IN 30 PC .0053 PC . 0712 PC . 2042 PC . 8676 PC .9588 LS .128 UD 0.1000 KK PTB KM .0108 .0797 .2351 .8801 . 9653 94 . 0164 . 0887 .2833 . 8914 .9717 85 .0223 .0984 . 6632 .9019 . 9777 .0284 .1089 .7351 .9115 .9836 KO 22 ~ .0347 .1203 . 7724 . 9206 .9892 .0347 .1203 . 7724 . 9206 .9892 . 0347 .1203 . 7724 .9206 . 9892 .0414 .1328 .7989 .9291 .9947 .0414 .1328 .7989 . 9291 .9947 .0414 .1328 .7989 . 9291 .9947 .0414 .1328 .7989 .9291 .9947 .0414 .1328 .7989 .9291 .9947 .0483 .1467 .8197 . 9371 1. 00 .0483 .1467 . 8197 . 9371 1. 00 . 0483 .1467 . 8197 . 9371 1. 00 .0483 .1467 . 8197 .9371 1. 00 .0483 .1467 . 8197 .9371 1. 00 .0555 .1625 .8380 .9446 .0555 .1625 .8380 .9446 .0555 .1625 .8380 .9446 .0555 .1625 .8380 .9446 .0555 .1625 .8380 .9446 .0632 .1808 .8538 .9519 .0632 .1808 .8538 .9519 .0632 .1808 .8538 .9519 .0632 .1808 .8538 .9519 .0632 .1808 .8538 .9519 115 KK DA4 116 KM 5 Year Existing Conditions 117 KO 22 118 BA 0.0126 119 PB 6 . 2 120 IN 30 121 PC .0053 .0108 .0164 .0223 . 0284 . 0347 122 PC .0712 .0797 .0887 . 0984 .1089 .1203 123 PC .2042 .2351 .2833 .6632 .7351 . 7724 124 PC . 8676 .8801 .8914 .9019 . 9115 . 9206 125 PC .9588 .9653 .9717 .9777 .9836 . 9892 126 LS 0 77 0 127 UD 0.10 128 KK PTA 129 KM Existing Inlet 130 KO 22 131 HC 132 zz FLOOD HYDROGRAPH PACKAGE (HEC-1) MAY 1991 VERSION 4 . 0 . lE RUN DATE 05/08/2003 TIME 14:10:51 * 5 Year Proposed Conditions 3 I O OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IT HYDROGRAPH TIME DATA NMIN MINUTES IN COMPUTATION INTERVAL !DATE STARTING DATE I TIME 0000 STARTING TIME NQ 1441 NUMBER OF HYDROGRAPH ORDINATES NDDATE 0 ENDING DATE NDTIME 0000 ENDING TIME !CENT 19 CENTURY MARK COMPUTATION INTERVAL 0 . 02 HOURS TOTAL TIME BASE 24 .00 HOURS ENGL ISH UNITS DRAINAGE AREA SQUARE MILES PRECIPITATION DEPTH INCHES LENGTH, ELEVATION FEET FLOW CUBIC FEET PER SECOND STORAGE VOLUME ACRE-FEET SURFACE AREA ACRES TEMPERATURE DEGREES FAHRENHEIT 4 KK DA2 6 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL IPLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH IOUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIMINT 0. 017 TIME INTERVAL IN HOURS . 0414 .0483 .1328 .14 67 .7989 .8197 . 9291 . 9371 . 9947 1. 00 . 0555 . 0632 .1625 .1808 .8380 .8538 . 944 6 .9519 U.S. ARMY CORPS OF ENGINEERS HYDROLOGIC ENGINEERING CENTER 609 SECOND STREET DAVIS, CALIFORNIA 95616 (916) 756-1104 17 KK DA-lAP 19 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH IOUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIMINT 0. 017 TIME INTERVAL IN HOURS *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** 30 KK 32 KO PT! OUTPUT CONTROL VARIABLES IPRNT 5 I PLOT QSCAL 0 . IPNCH 0 IOUT 22 ISAVl ISAV2 TIMINT 1441 0 .017 PRINT CONTROL PLOT CONTROL HYDROGRAPH PLOT SCALE PUNCH COMPUTED HYDROGRAPH SAVE HYDROGRAPH ON THIS UNIT FIRST ORDINATE PUNCHED OR SAVED LAST ORDINATE PUNCHED OR SAVED TIME INTERVAL IN HOURS *** *** *** *** *** *** *** *** *** *** *** *** *** *** ••• *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** 34 KK Pond 36 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH IOUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl 1 FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIM INT 0.017 TIME INTERVAL IN HOURS 42 KK DAl 44 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH .!OUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl 1 FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIM INT 0.017 TIME INTERVAL IN HOURS 55 KK 57 KO 60"P OUTPUT CONTROL VARIABLES IPRNT 5 I PLOT QSCAL IPNCH IOUT ISAVl ISAV2 TIM INT 0. 0 22 1441 0. 017 PRINT CONTROL PLOT CONTROL HYDROGRAPH PLOT SCALE PUNCH COMPUTED HYDROGRAPH SAVE HYDROGRAPH ON THIS UNIT FIRST ORDINATE PUNCHED OR SAVED LAST ORDINATE PUNCHED OR SAVED TIME INTERVAL IN HOURS *** *"'* *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** 59 KK 61 KO DMP OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL IPLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH IOUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl ISAV2 TIM INT FIRST ORDINATE PUNCHED OR SAVED 14 41 LAST ORDINATE PUNCHED OR SAVED 0.017 TIME INTERVAL IN HOURS *** *** *** *** *** *** *** *** *** *** *** "** *** *** **" *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** 72 KK 74 KO DA-lBP OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT QSCAL IPNCH IOUT ISAVl ISAV2 TIM INT 0 PLOT CONTROL 0. HYDROGRAPH PLOT SCALE 0 PUNCH COMPUTED HYDROGRAPH 22 SAVE HYDROGRAPH ON THIS UNIT FIRST ORDINATE PUNCHED OR SAVED 1441 LAST ORDINATE PUNCHED OR SAVED 0 . 017 TIME INTERVAL IN HOURS *** *** *** *** *** *** *** *** *** *** *** *** *** ••• *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ************** 85 KK DA3P ************** 87 KO OUTPUT CONTROL IPRNT I PLOT QSCAL IPNCH IOUT ISAVl ISAV2 TIM INT VARIABLES 5 0. 0 22 1 1441 0.017 PRINT CONTROL PLOT CONTROL HYDROGRAPH PLOT SCALE PUNCH COMPUTED HYDROGRAPH SAVE HYDROGRAPH ON THIS UNIT FIRST ORDINATE PUNCHED OR SAVED LAST ORDINATE PUNCHED OR SAVED TIME INTERVAL IN HOURS *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** 98 KK DA2P 100 KO OUTPUT CONTROL VARIABLES IPRNT PRINT CONTROL I PLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH !OUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIM INT 0. 017 TIME INTERVAL IN HOURS 111 KK PTB 113 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH !OUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIMINT 0 . 017 TIME INTERVAL IN HOURS 115 KK DA4 111 ~o OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT PLOT CONTROL QSCAL 0 . HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH !OUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl 1 FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIM INT 0.017 TIME INTERVAL IN HOURS *** *** *** *** ••• *** *** *** *** *** *** .......... *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ••• *** 128 KK 130 KO PTA OUTPUT CONTROL VARIABLES IPRNT 5 !PLOT QSCAL 0. IPNCH 0 !OUT 22 ISAVl 1 ISAV2 TIMINT 1441 0 .017 PRINT CONTROL PLOT CONTROL HYDROGRAPH PLOT SCALE PUNCH COMPUTED HYDROGRAPH SAVE HYDROGRAPH ON THIS UNIT FIRST ORDINATE PUNCHED OR SAVED LAST ORDINATE PUNCHED OR SAVED TIME INTERVAL IN HOURS RUNOFF SUMMARY FLOW IN CUBIC FEET PER SECOND TIME IN HOURS, AREA IN SQUARE MILES PEAK TIME OF AVERAGE FLOW FOR MAXIMUM PERIOD BASIN MAXIMUM TIME OF OPERATION STATION FLOW PEAK AREA STAGE MAX STAGE 6-HOUR 24-HOUR 72-HOUR HYDROGRAPH AT DA2 151. 11.50 23. 8. 8. 0.05 HYDROGRAPH AT DA-lAP 29. 11. 50 5. 2 . 2 . 0. 01 COMBINED AT PTl 180 . 11. 50 28 . 10 . 10. 0. 06 ROUTED TO Pond 60. 11. 72 28. 9 . 9. 0. 06 265.60 11. 72 HYDROGRAPH AT DA! 181. 11. 52 28. 9. 9. 0. 07 ROUTED TO 60"P 181. 11. 53 28. 9. 9. . 07 HYDROGRAPH AT DA4P 20 . 11. 52 3. 1. 1. 0. 01 HYDROGRAPH AT DA-lBP 13. 11. 50 2. 1. 1. 0. 00 HYDROGRAPH AT DA3P 30. 11. 50 5. 2. 2. 0 . 01 HYDROGRAPH AT DA2P 19. 11. 50 3. 1. 1. 0 . 01 4 COMBINED AT PTB 82. 11. 50 12. 4. 4. 0. 03 HYDROGRAPH AT DA4 28. 11 . 52 4. 1. 1. 0. 01 4 COMBINED AT PTA 346. 11. 52 71. 24 . 24 . 0 .17 SUMMARY OF KINEMATIC WAVE -MUSKINGUM-CUNGE ROUTING (FLOW IS DIRECT RUNOFF WITHOUT BASE FLOW) INTERPOLATED TO COMPUTATION INTERVAL ISTAQ ELEMENT OT PEAK TIME TO VOLUME DT PEAK TIME TO VOLUME PEAK PEAK (MINI (CFS) (MINI (IN) (MIN I (CFS) (MIN I (IN) 60"P MANE 0.56 180.98 691.61 5.31 1. 00 180. 91 692 . 00 5. 31 CONTINUITY SUMMARY (AC-FT) -INFLOW=0 .1880E+02 EXCESS=O .OOOOE+OO OUT FLOW=0 .1880E+02 BASIN STORAGE=0 .3403E-03 PERCENT ERROR= 0.0 *** NORMAL END OF HEC-1 *** HECl S/N: 1343001909 HMVersion: 6. 33 FLOOD HYDROGRAPH PACKAGE (HEC-1) MAY 1991 VERSION 4. O. lE RUN DATE 05/08/2003 TIME 14:09:12 • Data File: C:\WINNT\-vbh0F3D.TMP x x xxxxxxx xxxxx x x x x x x xx x x x x x xxxxxxx xx xx x xxxxx x x x x x x x x x x x x x x xxxxxxx xxxxx xxx :::::;:::::::::;:::::::::;::::::::::::::::: ::::::::::::::::::::::::::::::::::::::::::: Full Microcomputer Implementation by Haestad Methods, Inc. ::::::::::::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::::::::::::::: U.S. ARMY CORPS OF ENGINEERS HYDROLOGIC ENGINEERING CENTER 609 SECOND STREET DAVIS, CALI FORNIA 95616 (916) 756-1104 37 Brookside Road * Waterbury, Connecticut 06708 * (203) 755-1666 THIS PROGRAM REPLACES ALL PREVIOUS VERSI ONS OF HEC-1 KNOWN AS HECl (JAN 73), HEClGS, HEClDB, AND HEClKW. THE DEFINITIONS OF VARIABLES -RTIMP-AND -RTIOR-HAVE CHANGED FROM THOSE USED WITH THE 1973-STYLE INPUT STRUCTURE. THE DEFINITION OF -AMSKK-ON RM-CARD WAS CHANGED WITH REVISIONS DATED 28 SEP 81 . THIS IS THE FORTRAN77 VERSION NEW OPTIONS: DAMBREAK OUTFLOW SUBMERGENCE , SINGLE EVENT DAMAGE CALCULATION, DSS:WRITE STAGE FREQUENCY, DSS:READ TIME SERIES AT DESIRED CALCULATION INTERVAL LOSS RATE :GREEN AND AMPT INFILTRATION KINEMATIC WAVE: NEW FINITE DIFFERENCE ALGORITHM HEC-1 INPUT PAGE LINE ID ....... 1 ....... 2 ....... 3 ....... 4 ....... 5 ....... 6 ....... 7 ....... 8 ....... 9 ...... 10 ID 10 Year Proposed Conditions IT 1 1441 IO 5 4 KK DA2 5 KM 10 Year Existing Conditions KO 22 BA 0.0496 PB 7.4 9 IN 30 10 PC .0053 .0108 .0164 .0223 .0284 .0347 .0414 . 0483 . 0555 .0632 11 PC . 0712 .0797 .0887 .0984 .1089 .1203 .1328 .1467 .1625 .1808 12 PC .2042 . 2351 .2833 . 6632 .7351 . 7724 .7989 .8197 .8380 .8538 13 PC . 8676 .8801 .8914 . 9019 . 9115 .9206 .9291 . 9371 .944 6 .9519 14 PC .9588 .9653 . 9717 . 9777 .9836 . 9892 .9947 l. 00 15 LS 0 94 90 16 UD 0 .12 17 KK DA-lAP 18 KM 10 YEAR PROPOSED CONDITIONS DRAINAGE AREA lA 19 KO 22 20 BA . 00962 21 PB 7. 4 22 IN 30 23 PC .0053 . 0108 .0164 .0223 .0284 . 0347 .0414 .0483 .0555 .0632 24 PC .0712 . 0797 .0887 .0984 .1089 .1203 .1328 .1467 .1625 .1808 25 PC . 2042 .2351 .2833 . 6632 .7351 . 7724 .7989 . 8197 .8380 . 8538 26 PC . 8676 . 8801 .8914 .9019 .9115 . 9206 . 9291 . 9371 .9446 .9519 27 PC .9588 .9653 . 9717 .9777 .9836 .9892 .9947 l. 00 28 LS 98 100 29 UD 0 .1000 30 KK PTl 31 KM 32 KO 22 33 HC 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 KK Pond KM Detention Pond KO 22 STOR RS SA SE SL SS .6795 261 262 .5 269 1 .3874 262 7 .065 50 2 .0133 264 0 .6 2.6073 266 . 5 1. 5 2 .8619 268 2 .9215 270 KK DAl KM 10 Year Existing Conditions KO BA 0.0664 PB 7. 4 IN 30 PC PC PC PC PC LS UD .0053 .0712 .2042 .8676 .9588 0 .14 60"P .0108 .0797 . 2351 .8801 .9653 77 . 0164 .0887 .2833 . 8914 . 9717 65 KK KM KO RK Public Storm Sewer 1030 .005 . 014 DMP .0223 .0984 . 6632 . 9019 . 9777 22 .0284 .1089 .7351 . 9115 .9836 22 CIRC KK KM KO BA PB IN PC PC PC PC PC LS UD 10 YEAR PROPOSED CONDITIONS DRAINAGE AREA 22 . 00908 7.4 30 . 0053 . 0712 .2042 . 8676 . 9588 .67 0 .1000 KK DA-lBP .0108 .0797 .2351 .8801 .9653 75 .0164 .0887 .2833 . 8914 . 9717 .0223 .0984 . 6632 .9019 .9777 .0284 .1089 .7351 . 9115 .9836 .0347 .1203 . 7724 .9206 . 9892 .0347 .1203 . 7724 .9206 . 9892 KM 10 YEAR PROPOSED CONDITIONS DRAINAGE AREA lB KO 22 BA . 00484 PB 7 . 4 IN 30 PC . 0053 PC .0712 PC .204.2 PC . 8676 PC . 9588 LS . 38 UD 0.1000 DA3P .0108 .0797 . 2351 .8801 .9653 84 . 0164 .0887 .2833 .8914 . 9717 38 .0223 .0984 . 6632 .9019 .9777 .0284 .1089 .7351 . 9115 .9836 KK KM KO BA PB IN PC PC PC PC PC LS 10 YEAR PROPOSED CONDITIONS DRAINAGE AREA 22 . 01035 7.4 30 . 0053 .0712 .2042 .8676 .9588 .299 UD 0.1000 KK DA2P .0108 .0797 . 2351 .8801 .9653 87 . 0164 .0887 .2833 . 8914 . 9717 52 . 0223 . 0984 . 6632 .9019 . 9777 .0284 .1089 .7351 . 9115 .9836 KM l 0 YEAR PROPOSED CONDITIONS DRAINAGE AREA KO 22 BA .00616 PB 7.4 IN 30 PC . 0053 PC . 0712 PC . 2042 PC . 8676 PC . 9588 LS .128 UD 0.1000 KK PTB KM .0108 .0797 .2351 .8801 .9653 94 . 0164 .0887 .2833 . 8914 . 9717 85 .0223 . 0984 .6632 .9019 .9777 . 0284 .1089 .7351 .9115 .9836 KO 22 HC .0347 .1203 . 7724 . 9206 . 9892 .0347 .1203 . 7724 . 9206 .9892 .0347 .1203 . 7724 .9206 . 9892 .0414 .1328 .7989 .9291 .9947 .0414 .1328 .7989 . 9291 .9947 .0414 .1328 .7989 . 9291 .9947 .0414 .1328 .7989 . 9291 .9947 .0414 .1328 .7989 .9291 .9947 .0483 .14 67 .8197 . 9371 1. 00 .0483 .1467 .8197 . 9371 1. 00 .0483 .1467 .8197 .9371 1. 00 .0483 .1467 . 8197 .9371 1. 00 .0483 .14 67 .8197 . 9371 1. 00 .0555 .1625 .8380 . 944 6 .0555 .1625 .8380 .9446 .0555 .1625 .8380 .9446 .0555 .1625 .8380 .9446 .0555 .1625 .8380 .9446 . 0632 .1808 .8538 .9519 .0632 .1808 .8538 .9519 . 0632 .1808 .8538 .9519 . 0632 .1808 .8538 .9519 . 0632 .1808 .8538 .9519 115 KK DA4 116 KM 10 Year Existing Conditions 117 KO 22 118 BA 0 .0126 119 PB 7. 4 120 IN 30 121 PC . 0053 .0108 .0164 . 0223 . 0284 .0347 122 PC .0712 .0797 .0887 .0984 .1089 .1203 123 PC .2042 . 2351 .2833 .6632 .7351 .7724 124 PC . 8676 .8801 .8914 .9019 . 9115 .9206 125 PC .9588 .9653 . 9717 .9777 .9836 .9892 126 LS 0 77 0 127 UD 0.10 128 KK PTA 129 KM Existing Inlet 130 KO 22 131 HC 132 zz FLOOD HYDROGRAPH PACKAGE (HEC-1) MAY 1991 VERSION 4 .0 . lE RUN DATE 05/08/2003 TIME 14:09:12 * 3 IO IT 4 Kl< 6 KO 10 Year Proposed Conditions OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT QSCAL HYDROGRAPH TIME NMIN !DATE ITIME PLOT CONTROL 0 . HYDROGRAPH PLOT SCALE DATA MINUTES IN COMPUTATION STARTING DATE 0000 STARTING TIME INTERVAL NQ 1441 NUMBER OF HYDROGRAPH ORDINATES NDDATE 0 NDTIME 0000 I CENT 19 COMPUTATION INTERVAL TOTAL TIME BASE ENGLISH UNITS ENDING DATE ENDING TIME CENTURY MARK 0 .02 HOURS 24 .00 HOURS DRAINAGE AREA SQUARE MILES PRECIPITATION DEPTH INCHES LENGTH, ELEVATION FEET FLOW CUBIC FEET PER SECOND STORAGE VOLUME ACRE-FEET SURFACE AREA ACRES TEMPERATURE DEGREES FAHRENHEIT DA2 OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT 0 PLOT CONTROL QSCAL 0 . HYDROGRAPH PLOT SCALE IPNCH PUNCH COMPUTED HYDROGRAPH !OUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl 1 FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIM INT 0. 017 TIME INTERVAL IN HOURS .0414 .0483 .1328 .1467 . 7989 .8197 . 9291 .9371 .9947 1. 00 .0555 .0632 .1625 .1808 .8380 .8538 .9446 .9519 U.S . ARMY CORPS OF ENGINEERS HYDROLOGIC ENGINEERING CENTER 609 SECOND STREET DAVIS, CALIFORNIA 95616 (916) 756-1104 17 KK 19 KO 30 KK 32 KO DA-lAP OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL PTl I PLOT QSCAL IP NCH IOUT ISAVl ISAV2 TIM INT OUTPUT CONTROL IPRNT I PLOT QSCAL IP NCH IOUT ISAVl ISAV2 TIM INT o o. o 22 PLOT CONTROL HYDROGRAPH PLOT SCALE PUNCH COMPUTED HYDROGRAPH SAVE HYDROGRAPH ON THIS UNIT FIRST ORDINATE PUNCHED OR SAVED 1441 LAST ORDINATE PUNCHED OR SAVED 0. 01 7 TIME INTERVAL IN HOURS *** *** *** *** *** *** *** *** *** *** *** *** **• *** *** *** *** *"'* *** *** *** *** *** *** *** VARIABLES 5 PRINT CONTROL PLOT CONTROL o. HYDROGRAPH PLOT SCALE o PUNCH COMPUTED HYDROGRAPH 22 SAVE HYDROGRAPH ON THIS UNIT FIRST ORDINATE PUNCHED OR SAVED 1441 LAST ORDINATE PUNCHED OR SAVED o. on TIME INTERVAL IN HOURS *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** **"' *** *** *** *** *** 34 KK Pond 36 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT 0 PLOT CONTROL QSCAL o. HYDROGRAPH PLOT SCALE IPNCH o PUNCH COMPUTED HYDROGRAPH IOUT 22 SAVE HYDROGRAPH ON TH IS UNIT ISAVl FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIM INT 0.017 TIME INTERVAL IN HOURS *** *** *** ..... *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *it.* *** *** *** *** *** *** ••• **"' *** *** 42 KK DAl 44 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT o PLOT CONTROL QSCAL o. HYDROGRAPH PLOT SCALE IPNCH o PUNCH COMPUTED HYDROGRAPH IOUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl 1 FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIMINT 0.017 TIME INTERVAL IN HOURS *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ************** 55 KK 60"P ************** 57 KO OUTPUT CONTROL IPRNT I PLOT QSCAL IPNCH IOUT ISAVl ISAV2 TIM INT VARIABLES 5 0 0. 0 22 1441 0. 017 PRINT CONTROL PLOT CONTROL HYDROGRAPH PLOT SCALE PUNCH COMPUTED HYDROGRAPH SAVE HYDROGRAPH ON THIS UNIT FIRST ORDINATE PUNCHED OR SAVED LAST ORDINATE PUNCHED OR SAVED TIME INTERVAL IN HOURS *** *** *** *** *** *** *** *** *"'* *"'* **"' *** *** *** ••• "'*• •••••• *"'* '"** **"' *"'* **"' *"'* **"' *"'"' *** *"'* *** *** *** *** *** 59 KK 61 KO DA4P OUTPUT CONTROL VARIABLES IPRNT 5 PRI NT CONTROL IPLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH IOUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl ISAV2 TIMINT FIRST ORDINATE PUNCHED OR SAVED 1441 LAST ORDINATE PUNCHED OR SAVED 0. 017 TIME INTERVAL IN HOURS *** *** "'** *** *** *** *** *** *** *** *** *** *** *** •••••• *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** 72 KK DA-lBP 74 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH IOUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl 1 FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIMINT 0 .017 TIME INTERVAL IN HOURS 85 KK DA3P 87 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IPNCH PUNCH COMPUTED HYDROGRAPH IOUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIM INT 0. 017 TIME INTERVAL IN HOURS 98 KK DA2P 100 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IPNCH PUNCH COMPUTED HYDROGRAPH IOUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl 1 FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIM INT 0 .017 TIME INTERVAL IN HOURS *** *~" *** "'** *** *** *** *** *** *** ••• *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** 111 KK 113 KO PTB OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT QSCAL IPNCH IOUT ISAVl ISAV2 TIM INT PLOT CONTROL 0 . HYDROGRAPH PLOT SCALE 0 PUNCH COMPUTED HYDROGRAPH 22 SAVE HYDROGRAPH ON THIS UNIT FIRST ORDINATE PUNCHED OR SAVED 1441 LAST ORDINATE PUNCHED OR SAVED 0 .017 TIME INTERVAL IN HOURS *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** 115 KK 117 KO DA4 OUTPUT CONTROL VARIA<\LES IPRNT 5 PRINT CONTROL I PLOT QSCAL IPNCH IOUT ISAVl ISAV2 TIM INT PLOT CONTROL 0. HYDROGRAPH PLOT SCALE 0 PUNCH COMPUTED HYDROGRAPH 22 SAVE HYDROGRAPH ON THIS UNIT FIRST ORDINATE PUNCHED OR SAVED 1441 LAST ORDINATE PUNCHED OR SAVED 0.017 TIME INTERVAL IN HOURS *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ••• *** *** *** *** •••••• *** *** *** *** *** *** *** 128 KK PTA 130 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT PLOT CONTROL QSCAL 0 . HYDROGRAPH PLOT SCALE IPNCH PUNCH COMPUTED HYDROGRAPH IOUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIM INT 0 .017 TIME INTERVAL IN HOURS RUNOFF SUMMARY FLOW IN CUB IC FEET PER SECOND TIME IN HOURS, AREA IN SQUARE MILES PEAK TIME OF AVERAGE FLOW FOR MAXIMUM PERIOD BASIN MAXIMUM TIME OF OPERATION STATION FLOW PEAK AREA STAGE MAX STAGE 6-HOUR 24-HOUR 72-HOUR HYDROGRAPH AT DA2 180. 11 . 50 28. 10. 10. 0 . 05 HYDROGRAPH AT DA-lAP 35. 11. 50 5. 2. 2 . 0 . 01 COMBINED AT PTl 215. 11 .50 33 . 12. 12 . 0 .06 ROUTED TO Pond 65. 11 . 73 33 . 11. 11. 0.06 266.17 11. 73 HYDROGRAPH AT DA! 221. 11 .52 34 . 12 . 12 . 0.07 ROUTED TO 60"P 220. 11 .53 34. 12 . 12 . 0. 07 HYDROGRAPH AT DA4P 25. 11. 52 4. 1. 1. 0. 01 HYDROGRAPH AT DA-lBP 16. 11 . 50 2. 1. 1. 0. 00 HYDROGRAPH AT DA3P 36. 11 .50 5. 2 . 2. 0.01 HYDROGRAPH AT DA2P 22. 11. 50 3. 1. 1. 0. 01 4 COMBINED AT PTB 100. 11.50 15. 5 . 5. 0. 03 HYDROGRAPH AT DA4 36. 11 . 52 5. 2 . 2. 0. 01 4 COMBINED AT PTA 416. 11 . 52 87 . 29 . 29. 0.17 SUMMARY OF KINEMATIC WAVE -MUSKINGUM-CUNGE ROUTING (FLOW IS DIRECT RUNOFF WITHOUT BASE FLOW) INTERPOLATED TO COMPUTATION INTERVAL ISTAQ ELEMENT DT PEAK TIME TO VOLUME DT PEAK TIME TO VOLUME PEAK PEAK (MIN) (CFS) (MIN) (IN) (MIN) (CFS) (MIN) (IN) 60"P MANE 0 . 52 220.48 691 .54 6.46 1. 00 220. 38 692. 00 6. 4 6 CONTINUITY SUMMARY (AC-FT) -INFLOW=0.2289E+02 EXCESS=O .OOOOE+OO OUTFLOW=0 .2289E+02 BASIN STORAGE=0.3943E-03 PERCENT ERROR= 0. 0 *** NORMAL END OF HEC-1 *** HECl S/N: 1343001909 HMVersion: 6. 33 * * * ** * * * * * * * * * * * * * * * * * * ** ** * * * * * * * * * * * * * * FLOOD HYDROGRAPH PACKAGE (HEC-1) MAY 1991 VERSION 4. 0. lE RUN DATE 05/08/2003 TIME 14: 08: 13 * Data File: C:\WINNT\•vbh0B5B.TMP x x xxxxxxx xxxxx x x x x x x xx x x x x x xxxxxxx xx xx x xxxxx x x x x x x x x x x x x x x xxxxxxx xxxxx xxx ::::;:::::::::;::::::::::::::::: ......... . ::::::: :::::::::::::::::::::::::· Full Microcomputer Implementation by Haestad Methods, Inc . ::::::::::::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::: .......... . U.S. ARMY CORPS OF ENGINEERS HYDROLOGI C ENGINEERING CENTER 609 SECOND STREET DAVIS, CALIFORNIA 95616 (916) 756-1104 37 Brookside Road * Waterbury, Connecticut 06708 • (203) 755-1666 THIS PROGRAM REPLACES ALL PREVIOUS VERSIONS OF HEC-1 KNOWN AS HECl (JAN 73), HEClGS, HEClDB, AND HEClKW. THE DEFINITIONS OF VARIABLES -RTIMP-AND -RTIOR-HAVE CHANGED FROM THOSE USED WITH THE 1973-STYLE INPUT STRUCTURE. THE DEFINITION OF -AMSKK-ON RM-CARD WAS CHANGED WITH REVISIONS DATED 28 SEP 81. THIS IS THE FORTRAN77 VERSION NEW OPTIONS: DAMBREAK OUTFLOW SUBMERGENCE , SINGLE EVENT DAMAGE CALCULATION, DSS: WRITE STAGE FREQUENCY, DSS:READ TIME SERIES AT DESIRED CALCULATION INTERVAL LOSS RATE :GREEN AND AMPT INFILTRATION KINEMATIC WAVE: NEW FINITE DIFFERENCE ALGORITHM HEC-1 INPUT LINE ID ....... 1 ....... 2 ....... 3 ....... 4 ....... 5 ....... 6 ....... 7 ....... 8 ....... 9 ...... 10 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 ID 25 Year Proposed Conditions IT 1 1441 IO 0 KK DA2 KM 25 Year Existing Conditions KO 22 BA 0. 0496 PB 8.8 IN 30 PC .0053 .0108 . 0164 .0223 .0284 PC .0712 .0797 .0887 .0984 .1089 PC .2042 .2351 .2833 . 6632 .7351 PC . 8676 .8801 .8914 .9019 . 9115 PC .9588 .9653 . 9717 .9777 .9836 LS 0 94 90 UD 0 .12 KK DA-lAP KM 25 YEAR PROPOSED CONDITIONS DRAINAGE AREA KO 22 BA . 00962 PB 8.8 IN 30 PC .0053 .0108 . 0164 . 0223 .0284 PC .0712 .0797 .0887 . 0984 .1089 PC .2042 .2351 .2833 . 6632 .7351 PC .8676 .8801 .8914 .9019 .9115 PC .9588 . 9653 .9717 .9777 .9836 LS 0 98 100 UD 0 .1000 KK PTl KM KO 22 HC .0347 .0414 -. 04 83 .0555 .0632 .1203 .1328 .14 67 .1625 .1808 . 7724 .7989 . 8197 .8380 .8538 . 9206 . 9291 . 9371 . 944 6 .9519 . 9892 .9947 1. 00 l A . 0347 .0414 .0483 .0555 .0632 .1203 .1328 .1467 .1625 .1808 . 7724 .7989 . 8197 .8380 .8538 . 9206 .9291 . 9371 .9446 .9519 . 9892 . 9947 1. 00 PAGE 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 so 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 KK Pond Detention Pond 22 KM KO RS SA SE SL SS .6795 261 262.5 269 STOR 1.3874 262 7 .065 50 2.0133 264 0.6 2.6073 266 . 5 1.5 2.8619 268 2.9215 270 KK DAl KM 25 Year Existing Conditions KO 22 BA 0.0664 PB IN PC PC PC PC PC LS UD 8.8 30 .0053 . 0712 .2042 . 8676 .9588 0 0 .14 KK 60"P .0108 . 0797 .2351 .8801 . 9653 77 . 0164 .0887 .2833 .8914 . 9717 65 KM Publ ic Storm Sewer KO RK 1030 KK DA4P .005 . 014 .0223 .0984 .6632 . 9019 .9777 .0284 .1089 . 7351 .9115 .9836 22 CIRC KM KO BA PB IN PC PC PC PC PC LS UD 25 YEAR PROPOSED CONDITIONS DRAINAGE AREA 22 .00908 8.8 30 .0053 . 0712 .2042 .8676 .9588 . 67 0.1000 KK DA-lBP . 0108 . 0797 .2351 .8801 .9653 75 . 0164 .0887 .2833 .8914 . 9717 0 .0223 .0984 . 6632 . 9019 .9777 .0284 .1089 .7351 . 9115 .9836 .0347 .1203 . 7724 . 9206 . 9892 .0347 .1203 .7724 . 9206 .9892 KM 25 YEAR PROPOSED CONDITIONS DRAINAGE AREA lB KO 22 BA .00484 PB 8.8 IN 30 PC PC PC PC PC LS .0053 .0712 .2042 . 8676 .9588 .38 UD 0 .1000 DA3P .0108 .0797 . 2351 .8801 . 9653 84 . 0164 .0887 . 2833 . 8914 . 9717 38 .0223 .0984 . 6632 . 9019 . 9777 .0284 .1089 .7351 .9115 .9836 .0347 .1203 . 7724 .9206 .9892 KK KM KO BA PB IN PC PC PC PC PC LS 25 YEAR PROPOSED CONDITIONS DRAINAGE AREA 3 22 .01035 8.8 30 .0053 . 0712 .2042 . 8676 .9588 .299 UD 0.1000 KK DA2P .0108 . 0797 .2351 .8801 .9653 87 . 0164 .0887 .2833 .8914 . 9717 52 . 0223 . 0984 . 6632 . 9019 .9777 .0284 .1089 .7351 .9115 .9836 KM 25 YEAR PROPOSED CONDITIONS DRAINAGE AREA KO 22 BA . 0061,6 PB 8. 8 IN 30 PC .0053 PC . 0712 PC .2042 PC . 8676 PC .9588 LS .128 UD 0 .1000 KK PTB KM KO HC .0108 .0797 . 2351 .8801 .9653 94 . 0164 .0887 .2833 .8914 . 9717 85 .0223 .0984 . 6632 .9019 . 9777 .0284 .1089 . 7351 . 9115 .9836 22 . 0347 .1203 . 7724 . 9206 . 9892 . 0347 .1203 . 7724 . 9206 . 9892 .0414 .1328 .7989 . 9291 .9947 .0414 .1328 .7989 .9291 .9947 .0414 .1328 . 7989 .9291 . 9947 .0414 .1328 .7989 .9291 . 9947 .0414 .1328 . 7989 .9291 .9947 .0483 .1467 .8197 .9371 1. 00 .0483 .1467 .8197 . 9371 1. 00 .0483 .1467 . 8197 .9371 1. 00 .0483 .1467 . 8197 .9371 1.00 . 0483 .1467 . 8197 . 9371 1.00 .0555 .1625 .8380 .9446 .0555 .1625 .8380 .9446 . 0555 .1625 .8380 .9446 . 0555 .1625 .8380 . 944 6 .0555 .1625 .8380 .9446 .0632 .1808 .8538 .9519 .0632 .1808 .8538 .9519 .0632 .1808 .8538 .9519 . 0632 .1808 .8538 .9519 .0632 .1808 .8538 .9519 115 KK DA4 116 KM 25 Year Existing Conditions 117 KO 118 BA 0.0126 119 PB 8.8 120 IN 30 121 PC . 0053 122 PC . 0712 123 PC . 2042 124 PC . 8676 125 PC .9588 126 LS 127 UD 0 .10 128 KK PTA 129 KM Existing 130 KO 131 HC 132 zz FLOOD HYDROGRAPH PACKAGE (HEC-1) MAY 1991 VERSION 4. 0. lE .0108 .0797 .2351 .8801 .9653 77 Inlet RUN DATE 05/08/2003 TIME 14: 08 : 13 * . 0164 . 0887 .2833 .8914 . 9717 25 Year Proposed Conditions 3 IO OUTPUT CONTROL VARIABLES . 0223 . 0984 . 6632 . 9019 .9777 IPRNT 5 PRINT CONTROL 22 .0284 .1089 .7351 . 9115 .9836 22 I PLOT QSCAL 0 0. PLOT CONTROL HYDROGRAPH PLOT SCALE IT HYDROGRAPH TIME DATA .0347 .1203 . 7724 .9206 .9892 NMIN MINUTES IN COMPUTATION INTERVAL IDATE STARTING DATE ITIME 0000 STARTING TIME NQ 1441 NUMBER OF HYDROGRAPH NDDATE 0 ENDING DATE NDTIME 0000 ENDING TIME I CENT 19 CENTURY MARK COMPUTAT I ON INTERVAL TOTAL TIME BASE 0.02 HOURS 24.00 HOURS ENGLISH UNITS DRAINAGE AREA PREC IPITATION DEPTH LENGTH, ELEVATION FLOW STORAGE VOLUME SUR FACE AREA TEMPERATURE SQUARE MILES INCHES FEET CUBIC FEET PER SECOND ACRE-FEET ACRES DEGREES FAHRENHEIT ORDINATES .0414 .0483 .1328 .1467 .7989 .8197 . 9291 .9371 .9947 1. 00 .0555 .0632 .1625 .1808 .8380 .8538 .9446 . 9519 U.S. ARMY CORPS OF ENGINEERS HYDROLOGIC ENGINEERING CENTER 609 SECOND STREET DAVIS, CALIFORNIA 95616 (916) 756-1104 *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ••• *** *** *** *** *** *** *** *** *** *** *** 4 KK DA2 6 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IP NCH PUNCH COMPUTED HYDROGRAPH IOUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl 1 FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIMINT 0. 017 TIME INTERVAL IN HOURS *** *** *** *** *** *** *** *** *** *** *** *** *** ••• *** *** *** *** ••• *** *** *** *** *** *** *** *** *** *** *** *** *** *** 17 KK 19 KO DA-lAP OUTPUT CONTROL VARIABLES IPRNT 5 I PLOT 0 QSCAL 0. IPNCH 0 IOUT 22 ISAVl ISAV2 TIM INT 1441 0 .017 PRINT CONTROL PLOT CONTROL HYDROGRAPH PLOT SCALE PUNCH COMPUTED HYDROGRAPH SAVE HYDROGRAPH ON THIS UNIT FIRST ORDINATE PUNCHED OR SAVED LAST ORDINATE PUNCHED OR SAVED TIME INTERVAL IN HOURS *** **" *** *** .. * ... ** ...................... *** ..... *** ..... "'** *** *Ir* "'** *** *** *** "** *** *** *** *** **"' *** *** "** *** *** * * * ** * * * * * * .. * * 30 KK PT! Ir* Ir******.**** 32 KO OUTPUT CONTROL IPRNT I PLOT QSCAL IPNCH !OUT ISAVl ISAV2 TIM INT VARIABLES 5 0 0 . 0 22 1 1441 0.017 PRINT CONTROL PLOT CONTROL HYDROGRAPH PLOT SCALE PUNCH COMPUTED HYDROGRAPH SAVE HYDROGRAPH ON THIS UNIT FIRST ORDINATE PUNCHED OR SAVED LAST ORDINATE PUNCHED OR SAVED TIME INTERVAL IN HOURS *** *** *** *** ._. ... *** *** *** *** "'** *** *** *** *** *** *** *'** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** 34 KK Pond 36 KO OUTPUT CON"[ROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH IOUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIM INT 0. 017 TIME INTERVAL IN HOURS *** *** *** *** *** *** *"* *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ••• *** *** *** *** *** *** *** *** *** ••• 42 KK DAl 44 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT 0 PLOT CONTROL QSCAL 0 . HYDROGRAPH PLOT SCALE IPNCH PUNCH COMPUTED HYDROGRAPH !OUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIM INT 0.017 TIME INTERVAL IN HOURS 55 KK 57 KO 59 KK 61 KO 72 KK 74 KO 60"P OUTPUT CONTROL IPRNT I PLOT QSCAL IP NCH IOUT ISAVl ISAV2 TIMINT DA4P OUTPUT CONTROL IPRNT I PLOT QSCAL IPNCH IOUT ISAVl ISAV2 TIMINT DA-lBP OUTPUT CONTROL IPRNT I PLOT QSCAL IPNCH IOUT ISAVl ISAV2 TIMINT VARIABLES 5 0 0 . 0 22 1441 0.017 VARIABLES 5 0 0. 0 22 PRINT CONTROL PLOT CONTROL HYDROGRAPH PLOT SCALE PUNCH COMPUTED HYDROGRAPH SAVE HYDROGRAPH ON THIS UNIT FIRST ORDINATE PUNCHED OR SAVED LAST ORDINATE PUNCHED OR SAVED TIME INTERVAL IN HOURS PRINT CONTROL PLOT CONTROL HYDROGRAPH PLOT SCALE PUNCH COMPUTED HYDROGRAPH SAVE HYDROGRAPH ON THIS UNIT FIRST ORDINATE PUNCHED OR SAVED 1441 LAST ORDINATE PUNCHED OR SAVED 0.017 TIME INTERVAL IN HOURS VARIABLES 5 PRINT CONTROL 0 PLOT CONTROL 0. HYDROGRAPH PLOT SCALE 0 PUNCH COMPUTED HYDROGRAPH 22 SAVE HYDROGRAPH ON THIS UNIT 1 FIRST ORDINATE PUNCHED OR SAVED 1441 LAST ORDINATE PUNCHED OR SAVED 0. 017 TIME INTERVAL IN HOURS •••••• *** *** ••••••••• *** *** *** *** .... *** *** *** *** '*** *** *** *** *** **" .......... *** *** *** *** *** *** *** *** 85 KK DA3P 87 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH IOUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIMINT 0. 017 TIME INTERVAL IN HOURS *** *** *** *** *** *** *** *** *** *** *** *** ••• *** *** *** *** *** ••• *** *** *** *** *** ••• *** *** *** *** *** ••• *** ••• 98 KK DA2P 100 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH IOUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIM INT 0.017 TIME INTERVAL IN HOURS *** *** *** *** *** *** *** *** *** *** *** *** *** *** ~·· *** *** *** *** *** *** *** "'** *** *** *** *** *** ••* *** **' *** *** 111 KK 113 KO 115 KK 117 KO 128 KK 130 KO PTB OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT 0 PLOT CONTROL QSCAL 0 . HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH IOUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIMINT 0 . 017 TIME INTERVAL IN HOURS DA4 OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT QSCAL 0 . IP NCH 0 IOUT 22 ISAVl 1 ISAV2 1441 TIMINT 0 .017 PTA OUTPUT CONTROL VARIABLES IPRNT 5 I PLOT 0 QSCAL 0. IPNCH IOUT 22 ISAVl ISAV2 1441 TIMINT 0.017 PLOT CONTROL HYDROGRAPH PLOT SCALE PUNCH COMPUTED HYDROGRAPH SAVE HYDROGRAPH ON THIS UNIT FIRST ORDINATE PUNCHED OR SAVED LAST ORDINATE PUNCHED OR SAVED TIME INTERVAL IN HOURS PRINT CONTROL PLOT CONTROL HYDROGRAPH PLOT SCALE PUNCH COMPUTED HYDROGRAPH SAVE HYDROGRAPH ON THIS UNIT FIRST ORDINATE PUNCHED OR SAVED LAST ORDINATE PUNCHED OR SAVED TIME INTERVAL IN HOURS RUNOFF SUMMARY FLOW IN CUBIC FEET PER SECOND TIME IN HOURS, AREA IN SQUARE MILES PEAK TIME OF AVERAGE FLOW FOR MAXIMUM PERIOD BASIN MAXIMUM TIME OF OPERATION STATION FLOW PEAK AREA STAGE MAX STAGE 6-HOUR 24-HOUR 72-HOUR HYDROGRAPH AT DA2 214 . 11. 50 33. 12. 12. 0.05 HYDROGRAPH AT DA-lAP 42 . 11. 50 6. 2. 2 . 0. 01 COMBINED AT PTl 256. 11. 50 40. 14. 14 . 0. 06 ROUTED TO Pond 70. 11 . 77 39 . 13. 13. 0.06 266.81 11. 77 HYDROGRAPH AT DAl 267. 11. 52 41. 14 . 14 . 0 . 07 ROUTED TO 60"P 267. 11.52 41. 14 . 14 . 0 . 07 HYDROGRAPH AT DA4P 32. 11 . 52 5. 1 . 1. 0 . 01 HYDROGRAPH AT DA-lBP 20 . 11 . 50 3. 1 . 1. 0.00 HYDROGRAPH AT DA3P 44 . 11. 50 7. 2 . 2. 0. 01 HYDROGRAPH AT DA2P 27 . 11. 50 4. 1. 1. 0. 01 4 COMBINED AT PTB 122 . 11. 50 18. 6. 6. 0. 03 HYDROGRAPH AT DA4 45 . 11.50 7. 2. 2. 0. 01 4 COMBINED AT PTA 498. 11 . 52 104. 35. 35 . 0.17 SUMMARY OF KINEMATIC WAVE -MUSKINGUM-CUNGE ROUTING (FLOW IS DIRECT RUNOFF WITHOUT BASE FLOW) INTERPOLATED TO COMPUTATION INTERVAL ISTAQ ELEMENT DT PEAK TIME TO VOLUME DT PEAK TIME TO VOLUME PEAK PEAK (MIN) (CFS) (MIN) (IN) (MIN) (CFS) (MIN ) (IN) 60"P MANE 0. 50 266.66 691 . 54 7.83 1. 00 266. 51 691 . 00 7 .83 CONTINUITY SUMMARY (AC-FT) -INFLOW=0 .2771E+02 EXCESS=O .OOOOE+OO OUTFLOW=0.277 1E+02 BASIN STORAGE=0.3794E-03 PERCENT ERROR= 0.0 HECl S/N: 1343001909 HMVersion: 6.33 FLOOD HYDROGRAPH PACKAGE (HEC-11 MAY 1991 VERSION 4.0.lE RUN DATE 05/08/2003 TIME 14: 07 : 32 ' Data File: C:\WINNT\·vbhl657 .TMP x x xxxxxxx xxxxx x x x x x x xx x x x x x xxxxxxx xx xx x xxxxx x x x x x x x x x x x x x x xxxxxxx xxxxx xxx ::::::::::::::::::::::;::::;:::;:::;::::: ::::::::::::::::::::::::::::::::::::::::::: Full Microcomputer Implementation by Haestad Methods, Inc. ::::::::::::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::::::::::::::: U.S. ARMY CORPS OF ENGINEERS HYDROLOGIC ENGINEERING CENTER 609 SECOND STREET DAVIS, CALIFORNIA 95616 (916) 756-1104 37 Brookside Road • Waterbury, Connecticut 06708 * {203) 755-1666 THIS PROGRAM REPLACES ALL PREVIOUS VERSIONS OF HEC-1 KNOWN AS HECl (JAN 73), HECIGS , HECI DB, AND HEClKW. THE DEFINITIONS OF VARIABLES -RTIMP-AND -RTIOR-HAVE CHANGED FROM THOSE USED WITH THE 1973-STYLE INPUT STRUCTURE. THE DEFINITION OF -AMSKK-ON RM-CARD WAS CHANGED WITH REVISIONS DATED 28 SEP Bl. THIS IS THE FORTRAN?? VERSION NEW OPTIONS: DAMBREAK OUTFLOW SUBMERGENCE , SINGLE EVENT DAMAGE CALCULATION, DSS : WRITE STAGE FREQUENCY, DSS : READ TIME SERIES AT DESIRED CALCULATION INTERVAL LOSS RATE: GREEN AND AMPT INFILTRATION KINEMATIC WAVE: NEW FINITE DIFFERENCE ALGORITHM HEC-1 INPUT LINE ID ....... 1. ...... 2 ....... 3 ....... 4 ....... 5 ....... 6 ....... 7 ....... B ....... 9 ...... 10 4 5 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 ID 50 Year Proposed Conditions IT 1 1441 IO 5 KK DA2 KM 50 Year Existing Conditions KO 22 BA 0 .0496 PB 9.B IN 30 PC .0053 .0108 . 0164 . 0223 . 0284 PC .0712 .0797 .0887 .0984 .1089 PC .2042 .2351 .2833 . 6632 .7351 PC .8676 .8801 .8914 . 9019 .9115 PC .9588 .9653 . 9717 . 9777 .9836 LS 94 90 UD 0 .12 KK DA-lAP KM 50 YEAR PROPOSED CONDITIONS DRAINAGE AREA KO BA . 00962 PB 9.B IN 30 PC .0053 PC .0712 PC .2042 PC . 8676 PC .9588 LS 0 UD 0.1000 KK PTl KM 22 .0108 .0164 . 0223 . 0284 .0797 .0887 . 0984 .1089 .2351 .2833 . 6632 .7351 .8801 .8914 . 9019 . 9115 .9653 . 9717 . 9777 .9836 98 100 KO 22 HC .0347 .0414 .0483 .0555 .0632 .1203 .1328 .1467 .1625 .1808 . 7724 .7989 .8197 .8380 . 8538 .9206 . 9291 . 9371 .9446 .9519 . 9892 .9947 1. 00 IA .0347 . 0414 .0483 . 0555 .0632 .1203 .1328 .1467 .1625 .1808 . 7724 . 7989 .8197 .8380 .8538 . 9206 .9291 .9371 .9446 .9519 . 9892 .9947 1. 00 PAGE 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 .102 103 104 105 106 107 108 109 110 111 112 113 114 KK Pond KM Detention Pond KO 22 RS SA SE SL SS .6795 261 262. 5 269 KK DAl STOR 1.3874 2.0133 2.6073 2.8619 262 264 266 268 7.065 0.6 .5 50 3 1. 5 KM 50 Year Existing Conditions KO BA 0. 0664 PB 9. 8 IN 30 PC PC PC PC PC LS . 0053 . 0712 .2042 .8676 .9588 UD 0 .14 KK 60"P .0108 . 0797 . 2351 .8801 . 9653 77 . 0164 .0887 .2833 .8914 . 9717 65 KM Public Storm Sewer KO RK 1030 KK DA4P .005 .014 .0223 .0984 . 6632 . 9019 .9777 22 .0284 .1089 .7351 . 9115 .9836 22 CIRC 2.9215 270 .0347 .1203 . 7724 .9206 . 9892 KM 50 YEAR PROPOSED CONDITIONS DRAINAGE AREA KO 22 BA . 00908 PB 9. 8 IN 30 PC . 0053 PC .0712 PC .2042 PC .8676 PC .9588 LS . 67 UD 0.1000 KK DA-lBP .0108 . 0797 . 2351 . 8801 .9653 75 .0164 . 0887 .2833 .8914 . 9717 0 . 0223 .0984 .6632 . 9019 .9777 .0284 .1089 .7351 . 9115 .9836 . 0347 .1203 . 7724 .9206 . 9892 KM 50 YEAR PROPOSED CONDITIONS DRAINAGE AREA lB KO 22 BA .00484 PB 9. 8 IN 30 PC .0053 PC . 0712 PC . 2042 PC . 8676 PC .9588 LS .38 UD 0.1000 DA3P .0108 . 0797 . 2351 . 8801 .9653 84 . 0164 . 0887 . 2833 .8914 .9717 38 .0223 . 0984 . 6632 .9019 .9777 .0284 .1089 . 7351 . 9115 .9836 .0347 .1203 . 7724 . 9206 .9892 KK KM KO BA PB IN PC PC PC PC PC LS 50 YEAR PROPOSED CONDITIONS DRAINAGE AREA 3 22 . 01035 9. 8 30 .0053 . 0712 . 2042 . 8676 . 9588 .299 UD 0.1000 KK DA2P . 0108 .0797 .2351 .8801 .9653 87 . 0164 . 0887 .2833 . 8914 . 9717 52 .0223 .0984 . 6632 .9019 . 9777 .0284 .1089 .7351 . 9115 .9836 KM 50 YEAR PROPOSED CONDITIONS DRAINAGE AREA KO 22 BA .00616 PB 9. 8 IN 30 PC . 0053 PC .0712 PC .2042 PC .8676 PC .9588 LS .128 UD 0.1000 KK PTB KM .0108 . 0797 . 2351 . 8801 .9653 94 .0164 .0887 .2833 .8914 . 9717 85 .0223 .0984 . 6632 .9019 . 9777 .0284 .1089 .7351 .9115 .9836 KO 22 HC .0347 .1203 . 7724 . 9206 . 9892 . 0347 .1203 . 7724 . 9206 . 9892 . 0414 .1328 .7989 .9291 .9947 .0414 .1328 . 7989 . 9291 . 9947 . 0414 .1328 .7989 . 9291 .9947 . 0414 .-1328 .7989 .9291 .9947 . 0414 .1328 . 7989 . 9291 .9947 .0483 .1467 . 8197 . 9371 1. 00 .0483 .14 67 . 8197 .9371 1. 00 .0483 .1467 ~8197 . 9371 1. 00 . 0483 . 1467 . 8197 . 9371 1. 00 .0483 .14 67 . 8197 .9371 1. 00 . 0555 .1625 .8380 .9446 . 0555 .1625 . 8380 .9446 .0555 .1625 .8380 .9446 .0555 .1625 .8380 .9446 .0555 .1625 .8380 .9446 . 0632 .1808 .8538 . 9519 . 0632 .1808 .8538 .9519 .0632 .1808 .8538 .9519 . 0632 .1808 .8538 . 9519 . 0632 .1808 .8538 .9519 115 KK DA4 116 KM 50 Year Existing Conditions 117 KO 22 118 BA 0. 0126 119 PB 9. 8 120 IN 30 121 PC .0053 .0108 .0164 .0223 . 0284 .0347 122 PC . 0712 .0797 .0887 .0984 .1089 .1203 123 PC .2042 . 2351 .2833 . 6632 .7351 . 7724 124 PC . 8676 .8801 .8914 .9019 .9115 . 9206 125 PC .9588 .9653 . 9717 . 9777 .9836 . 9892 126 LS 77 0 127 UD 0.10 128 KK PTA 129 KM Existing Inlet 130 KO 22 131 HC 132 zz FLOOD HYDROGRAPH PACKAGE (HEC-1) MAY 1991 VERSION 4. 0. lE RUN DATE 05/08/2003 TIME 14:07:32 • 3 IO IT 4 KK 6 KO 50 Year Proposed Conditions OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL !PLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE HYDROGRAPH TIME DATA NMIN MINUTES IN COMPUTATION INTERVAL !DATE 0 STARTING DATE I TIME 0000 STARTING TIME NQ 1441 NUMBER OF HYDROGRAPH ORDINATES NDDATE 0 ENDING DATE NDTIME oa.oo ENDING TIME I CENT 19 CENTURY MARK COMPUTATION INTERVAL 0.02 HOURS TOTAL TIME BASE 24.00 HOURS ENGLISH UNITS DRAINAGE AREA PRECIPITATION DEPTH LENGTH, ELEVATION FLOW STORAGE VOLUME SURFACE AREA TEMPERATURE DA2 SQUARE MILES INCHES FEET CUBIC FEET PER SECOND ACRE-FEET ACRES DEGREES FAHRENHEIT OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT PLOT CONTROL QSCAL 0 . HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH !OUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIMINT 0.017 TIME INTERVAL IN HOURS .0414 .0483 .1328 .1467 .7989 .8197 .9291 .9371 .9947 1. 00 .0555 . 0632 .1625 .1808 .8380 .8538 .9446 . 9519 U.S . ARMY CORPS OF ENGINEERS HYDROLOGIC ENGINEERING CENTER 609 SECOND STREET DAVIS, CALIFORNIA 95616 (916) 756-1104 17 KK DA-lAP 19 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH IOUT 22 SAVE HYDROGRAPH ON THI S UNIT ISAVl FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIMINT 0.017 TIME INTERVAL IN HOURS 30 KK PT! 32 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IPNCH PUNCH COMPUTED HYDROGRAPH IOUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIM INT 0.017 TIME INTERVAL IN HOURS 34 KK Pond 36 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH IOUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIMINT 0.017 TIME INTERVAL IN HOURS *** ••• *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ••• *"'* *** *** *** *** ••• *** *** *** *** 42 KK DA! 44 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT 0 PLOT CONTROL QSCAL o. HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH !OUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl 1 FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIMINT 0.017 TIME INTERVAL IN HOURS 55 KK 57 KO 59 KK 61 KO 72 KK 74 KO 85 KK 87 KO 60"P OUTPUT CONTROL VARIABLES IPRNT 5 I PLOT 0 QSCAL 0. IPNCH 0 !OUT 22 DA4P ISAVl ISAV2 TIM INT OUTPUT CONTROL IPRNT I PLOT QSCAL IPNCH !OUT ISAVl ISAV2 TI MINT DA-lBP OUTPUT CONTROL IPRNT I PLOT QSCAL IPNCH !OUT ISAVl ISAV2 TIM INT ********•***** DA3P ************** OUTPUT CONTROL IPRNT I PLOT QSCAL IPNCH !OUT ISAVl ISAV2 TIMINT 1441 0 . 017 VARIABLES 5 0 0. 0 22 1441 0. 017 VARIABLES 5 0 0. 0 22 1441 0. 017 VARIABLES 5 0 0. 0 22 l 1441 0.017 PRINT CONTROL PLOT CONTROL HYDROGRAPH PLOT SCALE PUNCH COMPUTED HYDROGRAPH SAVE HYDROGRAPH ON THIS UNIT FIRST ORDINATE PUNCHED OR SAVED LAST ORDINATE PUNCHED OR SAVED TIME INTERVAL IN HOURS PRINT CONTROL PLOT CONTROL HYDROGRAPH PLOT SCALE PUNCH COMPUTED HYDROGRAPH SAVE HYDROGRAPH ON THIS UNIT FIRST ORDINATE PUNCHED OR SAVED LAST ORDINATE PUNCHED OR SAVED TIME INTERVAL IN HOURS PRINT CONTROL PLOT CONTROL HYDROGRAPH PLOT SCALE PUNCH COMPUTED HYDROGRAPH SAVE HYDROGRAPH ON THIS UNIT FIRST ORDINATE PUNCHED OR SAVED LAST ORDINATE PUNCHED OR SAVED TIME INTERVAL IN HOURS PRINT CONTROL PLOT CONTROL HYDROGRAPH PLOT SCALE PUNCH COMPUTED HYDROGRAPH SAVE HYDROGRAPH ON THIS UNIT FIRST ORDINATE PUNCHED OR SAVED LAST ORDINATE PUNCHED OR SAVED TIME INTERVAL IN HOURS 98 KK 100 KO 111 KK 113 KO 115 KK 117 KO 128 KK 130 KO DA2P OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH IOUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIM INT 0 . 017 TIME INTERVAL IN HOURS PTB OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT QSCAL IPNCH IOUT ISAVl ISAV2 TIM INT ************** DA4 ************** OUTPUT CONTROL IPRNT I PLOT QSCAL IPNCH IOUT ISAVl ISAV2 TIM INT PTA OUTPUT CONTROL IPRNT I PLOT QSCAL IPNCH IOUT ISAVl ISAV2 TIM INT PLOT CONTROL 0. HYDROGRAPH PLOT SCALE PUNCH COMPUTED HYDROGRAPH 22 SAVE HYDROGRAPH ON THIS UNIT l FIRST ORDINATE PUNCHED OR SAVED 1441 LAST ORDINATE PUNCHED OR SAVED 0 .017 TIME INTERVAL IN HOURS VARIABLES 5 0 0. 0 22 1 1441 0.017 VARIABLES 5 0 0. 22 1 1441 o. 017 PRINT CONTROL PLOT CONTROL HYDROGRAPH PLOT SCALE PUNCH COMPUTED HYDROGRAPH SAVE HYDROGRAPH ON THIS UNIT FIRST ORDINATE PUNCHED OR SAVED LAST ORDINATE PUNCHED OR SAVED TIME INTERVAL IN HOURS PRINT CONTROL PLOT CONTROL HYDROGRAPH PLOT SCALE PUNCH COMPUTED HYDROGRAPH SAVE HYDROGRAPH ON THIS UNIT FIRST ORDINATE PUNCHED OR SAVED LAST ORDINATE PUNCHED OR SAVED TIME INTERVAL IN HOURS RUNOFF SUMMARY FLOW IN CUBIC FEET PER SECOND TIME IN HOURS, AREA IN SQUARE MILES PEAK TIME OF AVERAGE FLOW FOR MAXIMUM PERIOD BASIN MAXIMUM TIME OF OPERATION STATION FLOW PEAK AREA STAGE MAX STAGE 6-HOUR 24-HOUR 72-HOUR HYDROGRAPH AT DA2 238. 11. 50 37. 13. 13. o. 05 HYDROGRAPH AT DA-lAP 46. 11. 50 7. 3. 3 . 0. 01 COMBINED AT PTl 285. 11. 50 44. 16. 16. 0. 06 ROUTED TO Pond 74 . 11.77 43. 15. 15 . 0. 06 267 .28 11. 77 HYDROGRAPH AT DAl 300. 11.52 46. 16. 16. 0. 07 ROUTED TO 60"P 300. 11. 52 46. 16. 16 . 0.07 HYDROGRAPH AT DA4P 36. 11. 50 5. 2. 2 . 0.01 HYDROGRAPH AT DA-lBP 22. 11. 50 3. 1. 1. 0.00 HYDROGRAPH AT DA3P 49. 11. 50 7. 3. 3. 0.01 HYDROGRAPH AT DA2P 30. 11. 50 5. 2. 2 . 0.01 4 COMBINED AT PTB 137. 11. 50 21. 7. 7 . 0.03 HYDROGRAPH AT DA4 52 . 11. 50 7. 2. 2 . 0.01 4 COMBINED AT PTA 556. 11. 52 117. 39. 39. 0.17 SUMMARY OF KINEMATIC WAVE -MUSKINGUM-CUNGE ROUTING {FLOW IS DIRECT RUNOFF WITHOUT BASE FLOW) INTERPOLATED TO COMPUTATION INTERVAL ISTAQ ELEMENT DT PEAK TIME TO VOLUME DT PEAK TIME TO VOLUME PEAK PEAK {MIN) {CFS) {MIN) {IN) (MIN) {CFS) {MIN) {IN) 60"P MANE 0 .50 299. 67 691. 52 8.80 1. 00 299 . 56 691.00 8 .80 CONTINUITY SUMMARY {AC-FT) -INFLOW=O. 31l7E+02 EXCESS=O .OOOOE+OO OUTFLOW=p.3117E+02 BASIN STORAGE=0 .4372E-03 PERCENT ERROR= 0. 0 *** NORMAL END OF HEC-1 *** HECl S/N: 1343001909 HMVersion: 6. 33 FLOOD HYDROGRAPH PACKAGE (HEC-1) MAY 1991 VERSION 4. 0 . lE RUN DATE 05/08/2003 TIME 14 : 09 : 49 * Data File: C:\WINNT\-vbh2740.TMP x x xxxxxxx xxxxx x x x x x x xx x x x x x xxxxxxx xx xx x xxxxx x x x x x x x x x x x x x x xxxxxxx xxxxx xxx ::;:::::::::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::::::::::::::: Full Microcomput er Implementation by Haestad Methods, Inc . ::::::::::::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::::::::::::::::::::: U.S . ARMY CORPS OF ENGINEERS HYDROLOG I C ENGI NEERING CENTER 609 SECOND STREET DAVIS, CALIFORNIA 95616 (916) 756-1104 37 Brookside Road * Waterbury, Connecticut 06708 • (203) 755-1666 THIS PROGRAM REPLACES ALL PREVIOUS VERSIONS OF HEC-1 KNOWN AS HECl (JAN 73), HEClGS, HECl DB, AND HEClKW. THE DEFINITIONS OF VARIABLES -RTIMP-AND -RTIOR-HAVE CHANGED FROM THOSE USED WITH THE 1973-STYLE INPUT STRUCTURE. THE DEFINITION OF -AMSKK-ON RM-CARD WAS CHANGED WITH REVISIONS DATED 28 SEP 81. THIS IS THE FORTRAN77 VERSION NEW OPTIONS : DAMBREAK OUTFLOW SUBMERGENCE , SINGLE EVENT DAMAGE CALCULATION, DSS : WRITE STAGE FREQUENCY, DSS :READ TIME SERIES AT DESIRED CALCULATION INTERVAL LOSS RATE:GREEN AND AMPT I NFI LTRATION KINEMATIC WAVE : NEW FINITE DIFFERENCE ALGORITHM HEC-1 INPUT LINE ID ....... l. ...... 2 ....... 3 ....... 4 ....... 5 ....... 6 ....... 7 ....... 8 ....... 9 ...... 10 2 3 5 6 7 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 ID IT IO KK KM KO BA PB IN PC PC PC PC PC LS UD KK KM KO BA PB IN PC PC PC PC PC LS UD KK KM KO HC 100 Year l 5 DA2 100 Year 0 .0496 11 30 .0053 .0712 .2042 . 8676 . 9588 0 .12 DA-l AP 100 YEAR . 00962 11 30 .0053 .0712 . 2042 . 8676 . 9588 0 0.1000 PTl Proposed Conditions 1441 Existing Conditions 22 .0108 . 0164 . 0223 .0284 . 0347 .0414 .0483 .0555 .0632 .0797 .0887 . 0984 .1089 .1203 .1328 .14 67 .1625 .1808 .2351 .2833 . 6632 . 7351 . 7724 .7989 .8197 .8380 . 8538 .8801 .8914 .9019 .9115 .9206 . 9291 .9371 . 944 6 .9519 .9653 .9717 . 9777 .9836 . 9892 .9947 l.00 94 90 PROPOSED CONDITIONS DRAINAGE AREA l A 22 .0108 . 0164 . 0223 .0284 . 0347 .0414 . 0483 .0555 .0632 .0797 . 0887 .0984 .1089 .1203 .1328 .1467 .1625 .1808 .2351 .2833 . 6632 . 7351 . 7724 .7989 .8197 .8380 .8538 .8801 . 8914 .9019 .9115 .9206 . 9291 .9371 .9446 .9519 .9653 . 9717 . 9777 .9836 . 9892 .9947 l.00 98 100 22 PAGE 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 KK Pond KM Detention Pond KO 22 RS SA SE SL SS . 6795 261 262 .5 269 KK DAl STOR 1.3874 262 7 .065 50 2.0133 264 0 .6 3 2.6073 2.8619 266 268 . 5 1. 5 KM 100 Year Existing Conditions KO BA 0.0664 PB 11 IN 30 PC .0053 PC .0712 PC .2042 PC . 8676 PC . 9588 LS UD 0 .14 KK 60"P .0108 . 0797 .2351 .8801 . 9653 77 . 0164 .0887 .2833 .8914 . 9717 65 KM Public Storm Sewer KO RK 1030 DA4P .005 . 014 .0223 .0984 .6632 .9019 .9777 22 . 0284 .1089 .7351 . 9115 .9836 22 CIRC 2.9215 270 .0347 .1203 . 7724 .9206 .9892 5 KK KM KO BA PB IN PC PC PC PC PC LS UD 100 YEAR PROPOSED CONDITIONS DRAINAGE AREA 22 .00908 11 30 .0053 .0712 .2042 .8676 .9588 . 67 0.1000 KK DA-l BP .0108 . 0797 .2351 .8801 . 9653 75 . 0164 .0887 .2833 .8914 . 9717 0 . 0223 .0984 . 6632 .9019 .9777 .0284 .1089 .7351 . 9115 .9836 .0347 .1203 . 7724 .9206 .9892 KM 100 YEAR PROPOSED CONDITIONS DRAINAGE AREA l B KO 22 BA .00484 PB 11 IN 30 PC . 0053 PC .0712 PC .2042 PC . 8676 PC . 9588 LS . 38 UD 0.1000 KK DA3P .0108 .0797 . 2351 .8801 .9653 84 . 0164 . 0887 .2833 .8914 . 9717 38 .0223 .0984 .6632 .9019 .9777 .0284 .1089 .7351 . 9115 .9836 .0347 .1203 . 7724 .9206 . 9892 KM 100 YEAR PROPOSED CONDITIONS DRAINAGE AREA KO 22 BA .01035 PB 11 IN 30 PC PC PC PC PC LS .0053 . 0712 .2042 . 8676 .9588 .299 UD 0 .1000 KK DA2P .0108 .0797 .2351 .8801 .9653 87 . 0164 .0887 .2833 .8914 . 9717 52 .0223 .0984 . 6632 .9019 .9777 .0284 .1089 .7351 .9115 .9836 .0347 .1203 .7724 .9206 . 9892 KM 100 YEAR PROPOSED CONDITIONS DRAINAGE AREA KO 22 BA . 00616 PB 11 IN 30 PC . 0053 PC .0712 PC .2042 PC . 8676 PC .9588 LS .128 UD 0 .1000 KK PTB KM .0108 .0797 .2351 .8801 . 9653 94 .0164 .0887 .2833 .8914 .9717 85 .0223 .0984 . 6632 .9019 .9777 . 0284 .1089 . 7351 . 9115 .9836 KO 22 HC .0347 .1203 . 7724 .9206 . 9892 .0414 .1328 .7989 . 9291 .9947 .0414 .1328 .7989 .9291 .9947 .0414 .1328 . 7989 . 9291 . 9947 . 0414 .1328 .7989 .9291 . 9947 .0414 .1328 .7989 .9291 .9947 .0483 .1467 .8197 . 9371 1. 00 .0483 .1467 .8197 . 9371 1. 00 . 0483 .14 67 .8197 . 9371 1. 00 .0483 .14 67 .8197 . 9371 1. 00 . 0483 .14 67 . 8197 . 9371 1. 00 .0555 .1625 .8380 .9446 .0555 .1625 .8380 .9446 .0555 .1625 .8380 .9446 .0555 .1625 .8380 .9446 .0555 .1625 .8380 .9446 .0632 .1808 .8538 .9519 .0632 .1808 .8538 .9519 . 0632 .1808 .8538 .9519 .0632 .1808 .8538 .9519 .0632 .1808 .8538 .9519 *· 115 KK DA4 116 KM 100 Year Existing Conditions 117 KO 22 118 BA .0126 119 PB 11 120 IN 30 121 PC .0053 .0108 .0164 . 0223 .0284 .0347 122 PC .0712 . 0797 .0887 . 0984 .1089 .1203 123 PC .2042 . 2351 .2833 . 6632 .7351 . 7724 124 PC . 8676 .8801 .8914 .9019 .9115 . 9206 125 PC .9588 .9653 .9717 . 9777 .9836 . 9892 126 LS 0 77 127 UD 0.10 128 KK PTA 129 KM Existing Inlet 130 KO 22 131 HC 132 zz FLOOD HYDROGRAPH PACKAGE (HEC-1) MAY 1991 VERSION 4.0.lE RUN DATE 05/08/2003 TIME 14:09:49 * 3 IO IT 100 Year Proposed Conditions OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL !PLOT 0 PLOT CONTROL QSCAL 0 . HYDROGRAPH PLOT SCALE HYDROGRAPH TIME DATA NMIN 1 !DATE 0 I TIME 0000 NQ 1441 NDDATE NDTIME 0000 !CENT 19 COMPUTATION INTERVAL TOTAL TIME BASE ENGLISH UNITS MINUTES IN COMPUTATION INTERVAL STARTING DATE STARTING TIME NUMBER OF HYDROGRAPH ORDINATES ENDING DATE ENDING TIME CENTURY MARK 0.02 HOURS 24 .00 HOURS DRAINAGE AREA SQUARE MILES PRECIPITATION DEPTH INCHES LENGTH, ELEVATION FEET FLOW CUBIC FEET PER SECOND STORAGE VOLUME ACRE-FEET SURFACE AREA ACRES TEMPERATURE DEGREES FAHRENHEIT . 0414 .0483 .1328 .1467 . 7989 .8197 . 9291 . 9371 . 9947 1. 00 . 0555 .0632 .1625 .1808 .8380 .8538 . 944 6 .9519 U.S. ARMY CORPS OF ENGINEERS HYDROLOGIC ENGINEERING CENTER 609 SECOND STREET DAVIS, CALIFORNIA 95616 (916) 756-1104 *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *""' *•* *** *** *** ..... *** *** *** *** *** *** *** *** *** *** 4 KK DA2 6 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH !OUT 22 SAVE HYDROGRA~H ON THIS UNIT ISAVl FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIMINT 0.017 TIME INTERVAL IN HOURS *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ************** 17 KK DA-lAP ************** 19 KO OUTPUT CONTROL IPRNT I PLOT QSCAL IPNCH IOUT ISAVl ISAV2 TIM INT VARIABLES 5 0 0. 0 22 1441 0 .017 PRINT CONTROL PLOT CONTROL HYDROGRAPH PLOT SCALE PUNCH COMPUTED HYDROGRAPH SAVE HYDROGRAPH ON THIS UNIT FIRST ORDINATE PUNCHED OR SAVED LAST ORDINATE PUNCHED OR SAVED TIME INTERVAL IN HOURS *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ••• *** *** ••• ************** 30 KK PT! ** ** * * ** * ** * * * 32 KO OUTPUT CONTROL IPRNT I PLOT QSCAL IPNCH IOUT ISAVl !SAV2 TIM INT 34 KK Pond 36 KO OUTPUT CONTROL IPRNT I PLOT QSCAL IPNCH IOUT ISAVl ISAV2 TIMINT 42 KK DAl 44 KO OUTPUT CONTROL IPRNT I PLOT QSCAL IPNCH IOUT ISAVl ISAV2 TIMINT VARIABLES 5 0 0. 0 22 l 1441 0 .017 VARIABLES 5 0. 0 22 l 1441 0.017 VARIABLES 5 0 0. 0 22 1 1441 0.017 PRINT CONTROL PLOT CONTROL HYDROGRAPH PLOT SCALE PUNCH COMPUTED HYDROGRAPH SAVE HYDROGRAPH ON THIS UNIT FIRST ORDINATE PUNCHED OR SAVED LAST ORDINATE PUNCHED OR SAVED TIME INTERVAL IN HOURS PRINT CONTROL PLOT CONTROL HYDROGRAPH PLOT SCALE PUNCH COMPUTED HYDROGRAPH SAVE HYDROGRAPH ON THIS UNIT FIRST ORDINATE PUNCHED OR SAVED LAST ORDINATE PUNCHED OR SAVED TIME INTERVAL IN HOURS PRINT CONTROL PLOT CONTROL HYDROGRAPH PLOT SCALE PUNCH COMPUTED HYDROGRAPH SAVE HYDROGRAPH ON THIS UNIT FIRST ORDINATE PUNCHED OR SAVED LAST ORDINATE PUNCHED OR SAVED TIME INTERVAL IN HOURS *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ••• *** *** *** *** ••• *** *** *** *** *** *** 55 KK 57 KO 59 KK 61 KO 60"P OUTPUT CONTROL VARIABLES DA4P IPRNT 5 I PLOT 0 QSCAL 0 . IPNCH 0 !OUT 22 PRINT CONTROL PLOT CONTROL HYDROGRAPH PLOT SCALE PUNCH COMPUTED HYDROGRAPH SAVE HYDROGRAPH ON THIS UNIT ISAVl ISAV2 TIM INT FIRST ORDINATE PUNCHED OR SAVED 1441 LAST ORDINATE PUNCHED OR SAVED 0 . 01 7 TIME INTERVAL IN HOURS OUTPUT CONTROL IPRNT VARIABLES 5 0 0. PRINT CONTROL I PLOT QSCAL IPNCH !OUT ISAVl ISAV2 TIM INT 0 22 PLOT CONTROL HYDROGRAPH PLOT SCALE PUNCH COMPUTED HYDROGRAPH SAVE HYDROGRAPH ON THIS UNIT FIRST ORDINATE PUNCHED OR SAVED 1441 LAST ORDINATE PUNCHED OR SAVED 0 .017 TIME INTERVAL IN HOURS *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ******•******* 72 KK DA-lBP •*********'"*** 74 KO OUTPUT CONTROL IPRNT I PLOT QSCAL IPNCH !OUT ISAVl ISAV2 TIMINT VARIABLES 5 0 . 0 22 1 1441 0 .017 PRINT CONTROL PLOT CONTROL HYDROGRAPH PLOT SCALE PUNCH COMPUTED HYDROGRAPH SAVE HYDROGRAPH ON THIS UNIT FIRST ORDINATE PUNCHED OR SAVED LAST ORDINATE PUNCHED OR SAVED TIME INTERVAL IN HOURS *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** 85 KK DA3P 87 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH !OUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIM INT 0.017 TIME INTERVAL IN HOURS *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *******•****** 98 KK DA2P ****"********* 100 KO OUTPUT CONTROL IPRNT I PLOT QSCAL IPNCH IOUT ISAVl ISAV2 TIM INT VARIABLES 5 0 0. 0 22 1441 0 .017 PRINT CONTROL PLOT CONTROL HYDROGRAPH PLOT SCALE PUNCH COMPUTED HYDROGRAPH SAVE HYDROGRAPH ON THIS UNIT FIRST ORDINATE PUNCHED OR SAVED LAST ORDINATE PUNCHED OR SAVED TIME INTERVAL IN HOURS *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ..... *** *** *** *** *** *** *** *** *** *** *** 111 KK 113 KO PTB OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT QSCAL IP NCH IOUT ISAVl ISAV2 TIM INT 0 PLOT CONTROL 0 . HYDROGRAPH PLOT SCALE PUNCH COMPUTED HYDROGRAPH 22 SAVE HYDROGRAPH ON THIS UNIT FIRST ORDINATE PUNCHED OR SAVED 1441 LAST ORDINATE PUNCHED OR SAVED 0.017 TIME INTERVAL IN HOURS *** **"' "'** *** *** *** *** *** **• *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** 115 KK DA4 _ 117 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH IOUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl FIRST ORDI NATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIM INT 0. 017 TIME INTERVAL IN HOURS *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** 128 KK PTA 130 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL I PLOT PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IPNCH PUNCH COMPUTED HYDROGRAPH IOUT 22 SAVE HYDROGRAPH ON THIS UNIT ISAVl FIRST ORDINATE PUNCHED OR SAVED ISAV2 1441 LAST ORDINATE PUNCHED OR SAVED TIM INT 0. 017 TIME INTERVAL IN HOURS RUNOFF SUMMARY FLOW IN CUBIC FEET PER SECOND TIME IN HOURS, AREA IN SQUARE MILES PEAK TIME OF AVERAGE FLOW FOR MAXIMUM PERIOD BASIN MAX IMUM TIME OF OPERATION STATION FLOW PEAK AREA STAGE MAX STAGE 6-HOUR 24-HOUR 72-HOUR HYDROGRAPH AT DA2 268 . 11. 50 42 . 15. 15. 0. 05 HYDROGRAPH AT DA-lAP 52 . 11. 50 8 . 3. 3. 0. 01 COMBINED AT PTl 320. 11 . 50 50 . 17. 17. 0. 06 ROUTED TO Pond 78 . 11. 78 48 . 16. 16. 0. 06 267.83 11. 80 HYDROGRAPH AT DAl 339. 11. 52 52 . 18. 18 . 0. 07 ROUTED TO 60"P 339. 11. 52 52 . 18 . 18. 0. 07 HYDROGRAPH AT DA4P 42. 11 . 50 6. 2 . 2 . 0. 01 HYDROGRAPH AT DA-l BP 25. 11 .so 4. 1 . 1. . 00 HYDROGRAPH AT DA3P 55. 11 .50 8. 3 . 3 . 0. 01 HYDROGRAPH AT DA2P 33. 11 . 50 5. 2. 2. .01 4 COMBINED AT PTB 156. 11. 50 23. 8 . 8. .03 HYDROGRAPH AT A4 60. 11 .50 9. 3 . 3. 0. 01 4 COMBINED AT PTA 625. 11. 52 132. 45. 45. 0.17 SUMMARY OF KINEMATIC WAVE -MUSKINGUM-CUNGE ROUTING (FLOW IS DIRECT RUNOFF WITHOUT BASE FLOW) INTERPOLATED TO COMPUTATION INTERVAL ISTAQ ELEMENT DT PEAK TIME TO VOLUME DT PEAK TIME TO VOLUME PEAK PEAK (MIN) (CFS) (MIN) (IN) (MIN) (CFS) (MIN) (IN) 60"P MANE 0 . 49 339. 25 691. 35 9 .98 1. 00 339.12 691. 00 9. 98 CONTINUITY SUMMARY (AC-FT) -I NFLOW=0 .3534E+02 EXCESS=O.OOOOE+OO OUTFLOW=0 .3534E+02 BASIN STORAGE=0.5658E-03 PERCENT ERROR= 0 .0 *** NORMAL END OF HEC-1 ***