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

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Drainage Design Manual for Maricopa County Hydrology: Application LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10 42 KK CLEAN1 COMBINE 43 KO 5 21 44 HC 4 * 45 KK S6 BASIN 46 KO 3 21 47 BA 1.055 48 LG 0.27 0.26 6.20 0.18 62 49 UC 0.494 0.292 50 UA 0 5.0 16.0 30.0 65.0 77.0 84.0 90.0 94.0 97.0 51 UA 100 * 52 KK S7 BASIN 53 KO 3 21 54 BA 1.181 55 LG 0.24 0.28 5.00 0.31 37 56 UC 0.470 0.227 57 UA 0 5.0 16.0 30.0 65.0 77.0 84.0 90.0 94.0 97.0 58 UA 100 * 59 KK S8 BASIN 60 KO 3 21 61 BA 0.958 62 LG 0.21 0.29 5.20 0.29 46 63 UC 0.553 0.390 64 UA 0 5.0 16.0 30.0 65.0 77.0 84.0 90.0 94.0 97.0 65 UA 100 * 66 KK S9 BASIN 67 KO 3 21 68 BA 0.827 69 LG 0.27 0.21 6.80 0.13 43 70 UC 0.364 0.201 71 UA 0 5.0 16.0 30.0 65.0 77.0 84.0 90.0 94.0 97.0 72 UA 100 * 73 KK S10 BASIN 74 KO 3 21 75 BA 0.444 76 LG 0.30 0.21 6.40 0.18 52 77 UC 0.326 0.275 78 UA 0 5.0 16.0 30.0 65.0 77.0 84.0 90.0 94.0 97.0 79 UA 100 * HEC-1 INPUT PAGE 3 LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10 80 KK CLEAN2 COMBINE 81 KO 5 21 82 HC 5 * 83 KK S11 BASIN 84 KO 3 21 85 BA 1.820 86 LG 0.17 0.33 4.90 0.30 9 87 UC 1.002 0.632 88 UA 0 3.0 5.0 8.0 12.0 20.0 43.0 75.0 90.0 96.0 89 UA 100 90 ZZ 9-58 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 * * * * * ***************************************** *************************************** Flood Control District of Maricopa County DDM UH EX GIS - DDM Unit Hydrograph Example GIS Method 100 YEAR 6 Hour Storm Unit Hydrograph: Clark 05/04/2009 9 IO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL IPLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IT HYDROGRAPH TIME DATA NMIN 5 MINUTES IN COMPUTATION INTERVAL IDATE 1 0 STARTING DATE ITIME 0000 STARTING TIME NQ 300 NUMBER OF HYDROGRAPH ORDINATES NDDATE 2 0 ENDING DATE NDTIME 0055 ENDING TIME ICENT 19 CENTURY MARK COMPUTATION INTERVAL TOTAL TIME BASE 0.08 HOURS 24.92 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 *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** *** ************** * * 10 KK * S2 * BASIN * * ************** 11 KO OUTPUT CONTROL VARIABLES IPRNT 1 PRINT CONTROL IPLOT 0 PLOT CONTROL QSCAL 0. HYDROGRAPH PLOT SCALE IPNCH 0 PUNCH COMPUTED HYDROGRAPH IOUT 21 SAVE HYDROGRAPH ON THIS UNIT ISAV1 1 FIRST ORDINATE PUNCHED OR SAVED ISAV2 300 LAST ORDINATE PUNCHED OR SAVED TIMINT 0.083 TIME INTERVAL IN HOURS 8 IN TIME DATA FOR INPUT TIME SERIES JXMIN 15 TIME INTERVAL IN MINUTES JXDATE 1 0 STARTING DATE JXTIME 0 STARTING TIME SUBBASIN RUNOFF DATA 12 BA SUBBASIN CHARACTERISTICS TAREA 4.40 SUBBASIN AREA PRECIPITATION DATA 13 PB STORM 2.98 BASIN TOTAL PRECIPITATION 14 PI INCREMENTAL PRECIPITATION PATTERN 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.00 0.01 0.00 0.00 0.00 0.01 0.00 0.01 0.01 0.00 0.01 0.00 0.00 0.00 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.02 0.02 0.02 0.03 0.03 0.03 0.06 0.06 0.06 0.07 0.07 0.07 0.04 0.04 0.04 0.02 0.02 0.02 0.01 0.01 0.01 0.01 0.01 0.01 August 15, 2013 9-59
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