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Hydrograph Report <br />Hyd. No. 20 <br />POST ACROSS ROAD <br />Hydrograph type = Reservoir <br />Storm frequency = 10 yrs <br />Inflow hyd. No. = 19 <br />Max. Elevation = 939.38 ft <br />Storage indication method used. <br />Hydrograph Discharge Table <br />Peak discharge <br />Time interval <br />Reservoir name <br />Max. Storage <br />Page 1 <br />English <br />5.60 cfs <br />6 min <br />= CITY COMP PLAN <br />= 14,404 tuft <br />Total Volume = 48,921 cult <br />Time <br />Inflow <br />Elevation <br />Clv A <br />Clv B CIv C Clv D Wr A <br />Wr B Wr C Wr D Outflow <br />(hrs) <br />cfs <br />ft <br />cfs <br />cfs cfs cfs cfs <br />cfs cfs cfs cfs <br />12-10 <br />14.71 << <br />939.10 <br />1.48 <br />2.93 ---- ----- <br />----- 4.41 <br />12.20 <br />9.97 <br />939.31 <br />1.77 <br />3.41 - -- -- ---- <br />----- 5.17 <br />12.30 <br />5.58 <br />939.38 << <br />2.06 <br />3.54 ---- --- -__-- <br />-- __-- 5.60 << <br />12.40 <br />3.29 <br />939.35 <br />1.93 <br />3.48 -- -- ----- <br />... --_ 5-41 <br />12.50 <br />2.84 <br />939.29 <br />1-69 <br />3.36 ---- <br />_ 5.05 <br />12.60 <br />2-41 <br />939.22 <br />1.57 <br />3.22 --- <br />4.78 <br />12.70 <br />2.09 <br />939.16 <br />1.50 <br />3.06 ----- <br />4.56 <br />12.80 <br />1.88 <br />939.09 <br />1 A7 <br />2.90 --- - <br />4.36 <br />12-90 <br />1-75 <br />939.02 <br />1.40 <br />2.72 --- ----- <br />4.13 <br />13.00 <br />1.64 <br />938.95 <br />1.30 <br />2.29 ----- - <br />----- ----- .... 3.59 <br />13.10 <br />1.54 <br />938.88 <br />1.20 <br />1.93 ----- ---- <br />----- ---- -- 3.13 <br />13.20 <br />1.45 <br />938.82 <br />1.11 <br />1.84 -- -- --- <br />----- ---- -- 2.95 <br />...End <br />