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1 ■■■■ <br /> FLOOD HYDROGRAPH PACKAOE 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 /> 00*0 <br /> THIS HEC-1 VERSION CONTAINS ALL OPTIONS EXCEPT ECONOMICS,AND THE NUMBER OF PLANS ARE REDUCED TO 3 <br /> 1 HEC-11NPUT PAGE I <br /> LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10 <br /> 1 ID MINE YARD DRAINAGE:IOYR-24HR EVENT <br /> 2 ID RUNOFF FROM 24.2 ACRES SURROUNDING THE YARD <br /> 3 IT 2 300 <br /> 4 IO 3 <br /> 5 IN 120 <br /> 6 KK SW <br /> 7 BA 0.039 <br /> 8 PB 2.30 <br /> 9 PI 4 4 10 17 19 18 11 7 4 2 <br /> 10 PI 2 2 <br /> 11 LS 74 <br /> 12 UD 0.12 <br /> 13 ZZ <br /> 1 ■■■■ <br /> FLOOD HYDROGRAPH PACKAOE 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 /> MINE YARD DRAINAGE:IOYR-24HR EVENT <br /> RUNOFF FROM 24.2 ACRES SURROUNDING THE YARD <br /> 410 OUTPUT CONTROL VARIABLES <br /> IPRNT 3 PRINT CONTROL <br /> IPLOT 0 PLOT CONTROL <br /> QSCAL 0. HYDROGRAPH PLOT SCALE <br /> IT HYDROGRAPH TIME DATA <br /> NMIN 2 MINUTES IN COMPUTATION INTERVAL <br /> ]DATE 1 0 STARTING DATE <br /> num 0000 STARTING TIME <br /> NQ 300 NUMBER OF HYDROGRAPH ORDINATES <br /> NDDATE 1 0 ENDING DATE <br /> NDTIME 0958 ENDING TIME <br /> COMPUTATION INTERVAL .03 HOURS <br /> TOTAL TIME BASE 9.97 HOURS <br /> ENGLISH UNITS <br /> ■ <br /> 6 KK • SW • <br />