Drainage Design Manual, Hydrology - Flood Control District of ...

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Drainage Design Manual for Maricopa County Hydrology: Application Subbasin ID T c hours R hours S5 0.563 0.363 S6 0.494 0.292 S7 0.470 0.227 S8 0.553 0.390 S9 0.364 0.201 S10 0.326 0.275 S11 1.002 0.632 h. Select the time-area relation for each subbasin. The majority of the land in subbasins S2 and S11 is undeveloped, therefore use the natural time-area relation. Use the urban time-area relation for all other Clark subbasins. 9-56 August 15, 2013
Drainage Design Manual for Maricopa County Hydrology: Application ***************************************** *************************************** * * * * * FLOOD HYDROGRAPH PACKAGE (HEC-1) * * U.S. ARMY CORPS OF ENGINEERS * * JUN 1998 * * HYDROLOGIC ENGINEERING CENTER * * VERSION 4.1 * * 609 SECOND STREET * * * * DAVIS, CALIFORNIA 95616 * * RUN DATE 04MAY09 TIME 16:56:01 * * (916) 756-1104 * * * * * ***************************************** *************************************** 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 THIS PROGRAM REPLACES ALL PREVIOUS VERSIONS OF HEC-1 KNOWN AS HEC1 (JAN 73), HEC1GS, HEC1DB, AND HEC1KW. 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 1 LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10 1 ID Flood Control District of Maricopa County 2 ID DDM UH EX GIS - DDM Unit Hydrograph Example GIS Method 3 ID 100 YEAR 4 ID 6 Hour Storm 5 ID Unit Hydrograph: Clark 6 ID 05/04/2009 7 IT 5 0 0 300 8 IN 15 9 IO 5 * * 10 KK S2 BASIN 11 KO 1 21 12 BA 4.401 13 PB 2.983 14 PC 0.000 0.015 0.021 0.031 0.049 0.064 0.077 0.092 0.107 0.121 15 PC 0.137 0.154 0.178 0.225 0.307 0.473 0.669 0.795 0.867 0.911 16 PC 0.945 0.959 0.973 0.987 1.000 17 LG 0.21 0.31 4.35 0.42 41 18 UC 0.785 0.376 19 UA 0 5.0 16.0 30.0 65.0 77.0 84.0 90.0 94.0 97.0 20 UA 100 * 21 KK S3 BASIN 22 KO 3 21 23 BA 3.302 24 LG 0.28 0.25 5.30 0.26 47 25 UC 0.489 0.252 26 UA 0 5.0 16.0 30.0 65.0 77.0 84.0 90.0 94.0 97.0 27 UA 100 * 28 KK S4 BASIN 29 KO 3 21 30 BA 2.366 31 LG 0.28 0.25 4.50 0.42 55 32 UC 0.467 0.259 33 UA 0 5.0 16.0 30.0 65.0 77.0 84.0 90.0 94.0 97.0 34 UA 100 * 35 KK S5 BASIN 36 KO 3 21 37 BA 1.079 38 LG 0.26 0.27 4.40 0.43 47 39 UC 0.563 0.363 40 UA 0 5.0 16.0 30.0 65.0 77.0 84.0 90.0 94.0 97.0 41 UA 100 * HEC-1 INPUT PAGE 2 August 15, 2013 9-57
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