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<br />4/20/96 <br /> <br />HYDROGRAPH REPORT <br /> <br />RECORD NUMBER 2 <br />TYPE RESER MOD. PULS <br />DESCRIPTION ROUTE 100 YR THRU POND <br />[HYDROGRAPH INFORMATION] <br /> <br />Peak Discharge............................ <br />Vol ume. . . . . . . . . . . . . . . , , . . . , , , . . . . . . . . . . . . . <br />Time Interval.,........................... <br />Time to Peak.............................. <br />Time of Base....,...........,.......".... <br />Peak Elevation............................ <br /> <br />[RESERVOIR STRUCTURE INFORMATION] <br /> <br /> <br />Reseryoi 1; #............................... <br />Descrlptlon, . . . . . . . . . . . . . . . . . . . . . . . . , . . . , . <br />Storage type...................,.......... <br />Max storage..........................,.... <br />Discharge type.,............,............. <br /> <br />Max discharge............................. <br /> <br />Page 1 <br /> <br />= 5.41 cfs( <br />= 0.59 acf ) <br />= 4.00 m~n~ <br />= 728.00 mln <br />= 1464.00 min <br />= 0.00 ft) <br /> <br />= 3 <br />= NEW POND 4/20/96 <br />= MAN STAGE/AREA <br />= 6240.28 Cuft <br />= COMP STAGE/DIS <br />= 5.75 cfs <br /> <br />[RESERVOIR INFORMATION] <br /> <br /> <br />Reservoir #...........,...........,....... = 3 <br />Reservoir Description...................,. = NEW POND 4/20/96 <br /> <br />[INFLOW HYDROGRAPH INFORMATION] <br /> <br /> <br />Hydrograph #. . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .... = <br />, Hydrograph Descripti on.. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .... = <br />[Computation of Reservoir Outflow Table of Modified PuIs <br />(The time interval is 20.0 min) <br /> <br />1 <br />KATH POSTDEV 100 YR <br />Method] <br /> <br />---------- <br /> <br />------------------------------------------------------------------------------------- <br /> <br />INTV# TIME <br />ELEVATION <br />(min) <br />(ft) <br /> <br />INFLOW <br />(cfs) <br /> <br />+ <br /> <br />EQUATION <br />2(Sl)/dt-01 = <br /> <br />OUTFLOW STORAGE <br />2(S2)/dt+02 02(cfs) (cuft) <br /> <br />(11+12) <br /> <br />+ <br /> <br />= <br /> <br />-------------------------------------------------------------------.------------------ <br /> <br />---------- <br /> <br />III 444.0 <br />939.68 <br />112 448.0 <br />939.69 <br />117 468.0 <br />939.69 <br />122 488.0 <br />939.70 <br />127 508.0 <br />939.70 <br />132 528.0 <br />939.71 <br />137 548.0 <br />939.72 <br />142 568.0 <br />939.72 <br />147 588.0 <br />939.73 <br />152 608.0 <br />939.75 <br />157 628.0 <br />939.77 <br />162 648.0 <br />939.79 <br />167 668.0 <br />939.83 <br />172 688.0 <br />939.92 <br />177 708.0 <br />940.66 <br />182 728.0 <br />942.63 <br />187 748.0 <br />941.03 <br />192 768.0 <br />939.97 <br />'f'\.., I"'7nn" <br /> <br />0.06 <br />0.06 <br />0.07 <br />0.07 <br />0.09 <br />0.11 <br />0.14 <br />0.15 <br />0.17 <br />0.21 <br />0.27 <br />0.35 <br />0.47 <br />0.71 <br />4.11 <br />4.38 <br />1.14 <br />0.72 <br /> <br />0,11 <br />0.11 <br />0.13 <br />0.15 <br />0,18 <br />0.22 <br />0.27 <br />0.29 <br />0.34 <br />0.41 <br />0.53 <br />0.68 <br />0.90 <br />1. 36 <br />6.89 <br />12.05 <br />2,46 <br />1. 48 <br /> <br />1. 98 <br />2.03 <br />2,06 <br />2.06 <br />2.08 <br />2.10 <br />2.12 <br />2.13 <br />2.15 <br />2.18 <br />2,23 <br />2.29 <br />2.39 <br />2,56 <br />4.11 <br />32.09 <br />13.41 <br />2.88 <br /> <br />+ <br />+ <br />+ <br /> <br />= <br /> <br />= <br /> <br />= <br /> <br />+ <br /> <br />= <br /> <br />+ <br /> <br />= <br /> <br />+ <br /> <br />= <br /> <br />+ <br /> <br />= <br /> <br />+ <br /> <br />= <br /> <br />+ <br /> <br />= <br /> <br />+ <br />+ <br /> <br />= <br /> <br />= <br /> <br />+ <br /> <br />= <br /> <br />+ <br /> <br />= <br /> <br />+ <br /> <br />= <br /> <br />+ <br /> <br />= <br /> <br />+ <br /> <br />= <br /> <br />+ <br /> <br />= <br /> <br />'" ....r <br /> <br />, , r <br /> <br />'"' 1'"'1'\ <br /> <br />2.09 <br />2.14 <br />2.19 <br />2.21 <br />2.26 <br />2.32 <br />2.39 <br />2.43 <br />2.48 <br />2.60 <br />2.75 <br />2.97 <br />3.29 <br />3.92 <br />10.99 <br />44.14 <br />15.87 <br />4.35 <br /> <br />" ..." <br /> <br />0.03 <br />0.05 <br />0.06 <br />0.07 <br />0.09 <br />0.11 <br />0.13 <br />0.15 <br />0.16 <br />0.20 <br />0.26 <br />0.33 <br />0.44 <br />0.66 <br />2.63 <br />C5.5) <br />3.48 <br />0.80 <br /> <br />t'\ C'r\ <br /> <br />246.88 <br />251.10 <br />254.73 <br />256.69 <br />260.69 <br />265.44 <br />270.80 <br />273.80 <br />278.08 <br />287.03 <br />299.58 <br />316.70 <br />341.84 <br />392.01 <br />1003.82 <br />4647,77 <br />1486.11 <br />426.19 <br /> <br />~"''"7 ,/'\ <br />