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130 RS STORAGE RUTTING <br /> 'SIPS 1 NUMBER OF =EWES <br /> rwp RV TYPE OF INITIAL immj <br /> RSVRIC 495.75 INITIAL CONDITION <br /> I .00 WORKING R D COEFFICIENT <br /> 131 SV STORAGE .0 .1 .2 .3 .4 .5 .5 .6 .7 .8 <br /> 132 SQ MIME O. O. 1. 2. 2. 3. 3. 4. 5. 6. <br /> 133 SE ELEVATION 495.75 496.00 496.60. 497.00 497.40 497.80 498.00 498.20 498.60 499.00 <br /> 134 ST TOP CW DAK <br /> TOPEL 499.0* ELEVATION AT TOP OF DAM <br /> DAMMID 10.00 DAM WIDTH <br /> COQD .00 WEIR COEFFICIENT <br /> EIPD .00 EXPONENT OF HEAD <br /> *** <br /> 1 <br /> RUNOFF SUMMARY <br /> FLOW IN CUBIC FEET P:' SECOND <br /> TIME IN HOURS, . . IN SQUARE MILES <br /> PEAK TIKE OF AVERAGE FLOW FOR MAXIMUM PERIOD BASIN MAXIMUM TIME OF <br /> OPERATION STATION FLOW PEAK AREA STAGE MAX STAGE <br /> 6-HOUR 24-HOUR 72-HOUR <br /> EYDROGRAPB AT <br /> AVIII 1. 7.67 O. O. O. .00 <br /> HYDROGRAPH AT <br /> AVI 1. 7.67 O. O. 0. .00 <br /> UNDRAPE AT <br /> AVII 1. 7.67 O. O. 0. .00 <br /> 3 COMBINED AT <br /> CB7 3. 7.67 1. O. O. .01 <br /> HYDROGRAPE AN <br /> Al O. 7.67 O. O. O. .00 <br /> HYDROGRAPE AT <br /> AIII 1. 7.67 O. O. O. .00 <br /> HYDROGRAPH AT <br /> AV 1. 7.67 0, 0. 0. .00 <br /> HYDROGRAPE AT <br />