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)RUNOFF ALSO COMPUTED AT THIS LOCATION <br />**.* * <br />* FLOOD HVDROGRAPH PACKAGE (HEC-1) * <br />* MAY 1991 * <br />* VERSION 4.0.1E <br />* Lahey F77L-EM/32 version 5.01 * <br />* Dodson 8 Associates. Inc. * <br />* RUN DATE 05/17!99 TIME 12:22:46 <br />HEC-1 RUNOFF LALCS FOR THE DIVERSION CHANNEL OF SAN LUIS PROJECT <br />SCS METHOD USED TO DETERMINE LAG TIMES <br />F1 LE: P:\100267\CHANNEL\SANLUI52.1H1 <br />100-YEAR, 24-HOUR STORH; SCS TYPE II DISTRIBUTION. AMC III <br /> <br />7 IO OUTPUT CONTROL VARIABLES <br />IPRNT 5 <br />IPLOT 0 <br />OSCAL 0. <br />IT HYDROGRAPH TIME DATA <br />NMIN 1 <br />IRATE 1 0 <br />ITIME 0000 <br />ND 2000 <br />NDDATE 2 0 <br />NDTIME 0919 <br />KENT 19 <br />PRINT CONTROL <br />PLOT CONTROL <br />HYDROGRAPH PLOT SCALE <br />MINUTES IN COMPUTATION INTERVAL <br />STARTING DATE <br />STARTING TIME <br />NUMBER OF HYDROGRAPH ORDINATES <br />ENDING DATE <br />ENDING TIME <br />CENTURY NARK <br />COMPUTATION INTERVAL 0.02 HOURS <br />TOTAL TINE BASE 33.32 HOURS <br />ENGLISH UNITS <br />DRAINAGE AREA <br />PRECIPITATION DEPTH <br />LENGTH, ELEVATION <br />FLOW <br />STORAGE VOLUME <br />SURFACE AREA <br />TEMPERATURE <br />SQUARE NILES <br />INCHES <br />FEET <br />CUB IL FEET PER SECOND <br />ACRE-FEET <br />ACRES <br />DEGREES FAHRENHEIT <br />* * <br />* U.S. ARMY CORPS OF ENGINEERS <br />• HYDROLOGIC ENGINEERING CENTER * <br />* 609 SECOND STREET * <br />* DAV[5. CALIFORNIA 95616 * <br />* (916) 551-1748 <br />* <br /> <br />* * <br />8 KK * 1 * <br /> <br />9 KO OUTPUT CONTROL VARIABLES <br />IPRNT 5 PRINT CONTROL <br />IPLOT 0 PLOT CONTROL <br />OSCAL 0. HYDROGRAPH PLOT SCALE <br />IPNCN 0 PUNCH COMPUTED HYOROGRAPH <br />IOUT 21 SAVE HYDROGRAPH ON TH[S UNIT <br />ISAV1 1 FIRST ORDINATE PUNCHED OR SAVED <br />ISAV2 2000 LAST ORDINATE PUNCHED OR SAVED <br />TIMINi 0.017 TIME INTERVAL IN HOURS <br />