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Hydrograph Report <br />Hyd. No. 23 <br />POST ACROSS ROAD <br />Hydrograph type Reservoir <br />Storm frequency = 1 yrs <br />Inflow hyd. No. = 22 <br />Max. Elevation = 938.32 ft <br />Storage Indication method used. <br />Peak discharge <br />Time interval <br />Reservoir name <br />Max. Storage <br />Hydrograph Discharge Table <br />Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A <br />(hrs) <br />cfs <br />ft <br />cfs <br />cfs cfs cfs cfs <br />12.20 <br />2.18 <br />938.23 <br />0.14 <br />0.25 ----- <br />12.30 <br />1-42 <br />938.28 <br />0.20 <br />0.35 ----- <br />12.40 <br />0.90 <br />938.31 <br />0.23 <br />0.40 ----- <br />12.50 <br />0.79 <br />938.31 <br />0.24 <br />0.42 <br />12.60 <br />0.68 <br />938.32 << <br />0.24 <br />0.43 --- <br />12.70 <br />0.60 <br />938.32 <br />0.24 <br />0.42 ----- <br />12.80 <br />0.55 <br />938-31 <br />0.24 <br />0.42 <br />12.90 <br />0.51 <br />938.31 <br />0.23 <br />0.40 <br />13.00 <br />0.49 <br />938.30 <br />0.23 <br />0-39 <br />13.10 <br />0.46 <br />938-30 <br />0.22 <br />0-38 ----- <br />13.20 <br />0.43 <br />938.29 <br />0.21 <br />0.37 <br />13.30 <br />0.42 <br />938.29 <br />0.21 <br />0.36 <br />13.40 <br />0.40 <br />938.28 <br />0.20 <br />0.35 ----- <br />13.50 <br />0.38 <br />938.28 <br />0.19 <br />0.33 - ----- <br />13.60 <br />0.37 <br />938.27 <br />0.18 <br />0.32 --- - <br />13.70 <br />0.35 <br />938.27 <br />0.18 <br />0.31 ---- -, - <br />13.80 <br />0.34 <br />938.26 <br />0.17 <br />0.30 ----- - ----- <br />13.90 <br />0.32 <br />938.26 <br />0.16 <br />0.29 ----- ---- --- <br />14.00 <br />0.31 <br />938.25 <br />0.16 <br />0.28 ----- ----- ---- <br />14.10 <br />0.30 <br />938.25 <br />0.15 <br />0.27 ----- ----- --- <br />14.20 <br />0.29 <br />938.24 <br />0.14 <br />0.26 ----- ---- -� <br />14.30 <br />0.28 <br />938.24 <br />0.14 <br />0.25 ----- ---- ____ <br />14.40 <br />0.28 <br />938.23 <br />0.13 <br />0.25 ---- ----- -- - <br />14.50 <br />0.28 <br />938.23 <br />0.13 <br />0.24 ----- --- <br />14.60 <br />0.27 <br />938.23 <br />0.12 <br />0.23 ----- ---- <br />14.70 <br />0.27 <br />938.22 <br />0.12 <br />0.22 ---- ---- <br />14.80 <br />0.26 <br />938.22 <br />0.12 <br />0.22 - --- <br />.-End <br />Page i <br />English <br />0.67 cfs <br />- 6 min <br />= CITY COMP PLAN <br />= 3,014 cult <br />Total Volume = 12,206 tuft <br />Wr B Wr C Wr D Outflow <br />cfs cfs cfs cfs <br />---- ----- 0.39 <br />----- 0.56 <br />-- 0.63 <br />0.66 <br />0-67 << <br />0.67 <br />0.65 <br />0.64 <br />- - - 0.62 <br />- -- 0.60 <br />- - - -- 0.58 <br />0.56 <br />--- -- --- 0.54 <br />--- -- --- 0.53 <br />0.51 <br />0.49 <br />--- --- ----- 0.47 <br />0.45 <br />0.44 <br />0.42 <br />_... - 0.41 <br />---- - 0.39 <br />0.38 <br />�--- ----- --- 0.37 <br />�- -- 0.36 <br />----- _--- -- 0.35 <br />---- ----- --- 0.34 <br />