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130 RS STORAGE ROUTING <br /> NSTPS 1 NUMBER OF SUBREACUES <br /> ITYP ELEF TYPE OF INITIAL CONDITION <br /> RSVRIC 495.75 INITIAL CONDITION <br /> X .00 WOWING R AND D COEFFICIENT <br /> 131 SV STORAGE .0 .1 .2 .3 .4 .5 .5 .6 .7 .8 <br /> 132 SQ DISCHARGE 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 OF DAN <br /> TOPEL 499.00 ELEVATION AT TOP OF DAM <br /> DANWID 10.00 DAN RIDS <br /> COQD .00 WEIR COEFFICIENT <br /> EXPD .00 EXPONENT OF READ <br /> *** <br /> 1 <br /> RUNOFF MARY <br /> FLOW IN CUBIC FEET *:' SECOND <br /> TIME IN HOURS, AREA IN SQUARE MILES <br /> PEAR TIME OF AVERAGE FLOW FOR MAXIMI PERIOD BASIN MAXIMUM TIME OF <br /> OPERATION STATION FLOW PEAK AREA STAGE MAX STAGE <br /> + 6-HOUR 24-HOUR 72-HOUR <br /> HYDROGRAPE AT <br /> + AVIII 1. 7.67 O. O. O. .00 <br /> HYDROGRAPH AT <br /> + AVI 1. 7.67 O. O. O. .00 <br /> HYDROGRAPH AT <br /> + AVII 1. 7.67 O. O. O. .00 <br /> 3 COMBINED AT <br /> CB7 2. 7.67 1. O. O. .01 <br /> HYDROGRAPH AT <br /> + AI O. 7.67 O. O. O. .00 <br /> HYDROGRAPH AT <br /> AIII 1. 7.67 O. O. O. .00 <br /> HYDROGRAPH AT <br /> + AV 1. 7,67 0, 0. 0. .00 <br /> HYDROGRAPH AT <br />