Laserfiche WebLink
130 RS STORAGE ROUTING <br /> NSTPS 1 NUMBER OF SUBREACHES <br /> ITYP ELE9 TYPE OF INITIAL CONDITION <br /> RSVRIC 495.75 INITIAL CONDITION <br /> X .00 WORKING 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 DAN <br /> DANWID 10.00 DAN WIDTH <br /> COQD .00 WEIR COEFFICIENT <br /> EXPD .00 EXPONENT OF HEAD <br /> *** <br /> RUNOFF SUMMARY <br /> FLOW IN CUBIC FEET PER SECOND <br /> TIME IN HORS, AREA IN SQUARE NILES <br /> PEAK TIME OF AVERAGE FLOW FOR MAIM PERIOD BASIN MAXIMUM TINE OF <br /> OPERATION STATION FLOW PEAK AREA STAGE MAX STAGE <br /> 4- • 6-HOUR 24-HOUR 72-HOUR <br /> HYDROGRAPH AT <br /> AVIII 1. 7.67 O. O. O. .00 <br /> HYDROGRAPH AT <br /> AVI O. 7.67 O. O. O. .00 <br /> HYDROGRAPH AT <br /> AVII O. 7.67 O. O. O. .00 <br /> 3 0100:4- AT <br /> CB7 2. 7.67 O. O. O. .01 <br /> HYDROGRAPH AT <br /> AX O. 7.67 O. O. O. .00 <br /> HYDROGRAPH AT <br /> AIII I. 7.67 0. 0. 0. .00 <br /> HYDROGRAPH AT <br /> AV 0. 7.67 0. 0. 0. .00 <br /> HYDROGRAPH AT <br />