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IPLOT 0 PLOT CONTROL <br />• QSCAL 0. HYDROGRAPH PLOT SCALE <br /> IPNCH 0 PUNCH COMPUTED HYDROGRAPH <br /> IOUT 21 SAVE HYDROGRAPH ON THIS UNIT <br /> ISAV1 1 FIRST ORDINATE PUNCHED OA SAVED <br /> ISAV2 2000 LAST ORDINATE PUNCHED OR SAVED <br /> TIMINT .017 TIME INTERVAL IN HOURS <br /> 279 HC HYDROGRAPH COMBINAT ION <br /> ICOMP 2 NUMBER OF HYDROGRAPHS TO COMBINE <br /> +a+ <br /> aaa aaa aaa aaa a+a <br /> HYDROGRAPH AT STATION E-W <br /> PEAK FLOW TIME MAXIMUM AVERAGE FLOW <br /> 6-HR 29-HR 72-HR 33.32-HR <br /> + (CFS) (HR) <br /> (CFS) <br /> + 152. 12.37 37. 12. 9. 9. <br /> (INCHES) .281 .370 .370 .370 <br /> (AC-FT) 18. 24. 24. 24. <br /> CUMULATIVE AREA = 1.23 SQ MI <br />• 1 <br /> RUNOFF SUMMARY <br /> FLOW IN CUBIC FEET PER SECOND <br /> TIME IN HOURS, AREA IN SQUARE <br />ii MILES <br /> PEAK TIME OF AVERAGE FLOW FOR <br /> MAXIMUM PERIOD BAS IN MAXIMUM TIME OF <br /> OPERATION STATION FLOW PEAK <br /> AREA STAGE MAX STAGE i <br /> + 6-HOUR 29-HOUR <br />~ 72-HOUR <br />' HYDROGRAPH AT <br /> + B1 19. 12.22 9. 1. <br /> 1. .19 <br />~~ HYDROGRAPH AT <br /> + B2 5. 12.07 1. 0. <br /> 0. .02 <br /> ROUTED TO <br /> + 2@1 5. 12.08 1. 0. <br /> 0. .02 <br />I <br /> 2 COMBINED AT I <br /> + 1-2 22. 12.18 4. 1. <br />. 1. .16 <br />