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1 .... <br /> FLOOD HYDROGRAPH PACKAGE HEC-1(IBM XT 512K VERSION)-FEB 1,1985 <br /> U.S.ARMY CORPS OF ENGINEERS,THE HYDROLOGIC ENGINEERING CENTER,609 SECOND STREET,DAVIS,CA.95616 <br /> THIS HEC-1 VERSION CONTAINS ALL OPTIONS EXCEPT ECONOMICS,AND THE NUMBER OF PLANS ARE REDUCED TO 3 <br /> 1 HEC-1 INPUT PAGE 1 <br /> LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10 <br /> *DIAGRAM <br /> 1 ID EAST POND ROUTING•••25yr-24Lr EVENT WITH POND INITIALLY FULL <br /> 2 ID PROPOSED POND VOLUME=0.05 AF <br /> 3 ID SIMULATES A 10yr AND 25yr EVENT BACK TO BACK. <br /> 4 IT 1 300 <br /> 5 IO 3 <br /> 6 IN 120 <br /> 7 KK INFLOW 25yr-24hr INFLOW TO EAST POND <br /> 8 BA 0.0014 <br /> 9 PB 2.90 <br /> 10 PI 4 4 10 17 19 18 11 7 4 2 <br /> 11 PI 2 2 <br /> 12 Ls 74 <br /> 13 UD 0.04 <br /> 14 KK POND EAST POND ROUTING <br /> 15 KO <br /> 16 RS 1 STOR 0.06 <br /> 17 SV 0 0.06 0.065 0.08 <br /> 18 SE 100.0 104.0 104.3 105.3 <br /> 19 SS 104.0 1 3.2 1.5 <br /> 20 SL 100.0 0.0055 .7 .5 <br /> 21 ZZ <br /> 1 <br /> SCHEMATIC DIAGRAM OF STREAM NETWORK <br /> INPUT <br /> LINE (V)ROUTING (—>)DIVERSION OR PUMP FLOW <br /> NO. ()CONNECTOR (<—)RETURN OF DIVERTED OR PUMPED FLOW <br /> 7 INFLOW <br /> V <br /> V <br /> 14 POND <br /> (••h RUNOFF ALSO COMPUTED AT THIS LOCATION <br /> 1 •..• <br /> FLOOD HYDROORAPH PACKAGE HEC-1(IBM XT 512K VERSION)-FEB 1,1985 <br /> U.S.ARMY CORPS OF ENGINEERS,THE HYDROLOGIC ENGINEERING CENTER,609 SECOND STREET,DAVIS,CA.95616 <br /> 0000 <br /> EAST POND ROUTING•••25yr-24hr EVENT WITH POND INITIALLY FULL <br /> PROPOSED POND VOLUME=0.05 AF <br /> SIMULATES A 10yr AND 25yr EVENT BACK TO BACK. <br /> 510 OUTPUT CONTROL VARIABLES <br /> IPRNT 3 PRINT CONTROL <br />