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Project Title = Sutey Refuse Pile <br /> WATERSHED HYDROGRAPH <br /> Inflow into structure # 7 <br /> Structure type: Null <br /> -- Routed From Structure # 7 to sturcture # 9 <br /> Muskingum routing parameters : X= 0 . 38 K= 0 . 05 <br /> Hydraulic length = 940 . 00 feet <br /> Elevation change = 85 . 0 feet . <br /> Travel time = 0 . 05 hours <br /> Travel time type = SCS Upland Curves <br /> -- Routed Watershed # 9 to sturcture # 7 <br /> Muskingum routing parameters : X= 0 . 29 K= 0 . 09 <br /> Hydraulic length = 700 . 00 feet <br /> Elevation change = 12 . 0 feet . <br /> Travel time = 0 . 09 hours <br /> Travel time type = SCS Upland Curves <br /> -- Watershed data for watershed # 9 <br /> Curve number = 76 . 0 <br /> Area = 0 . 5 acres <br /> Hydraulic length = 200 . 00 Feet <br /> Elevation change = 25 . 0 feet . <br /> Concentration time = 0 . 02 hours <br /> Concentration time type = SCS Upland Curves <br /> Unit hydrograph type = Disturbed <br /> -- Watershed data for watershed #10 <br /> Curve number = 79 . 0 <br /> Area = 3. 8 acres <br /> Hydraulic length = 580 . 00 Feet <br /> Elevation change = 93. 0 feet . <br /> Concentration time = 0 . 05 hours <br /> Concentration time type = SCS Upland Curves <br /> Unit hydrograph type = Disturbed <br /> -- Total Area = 4 . 3 acres <br /> -- Storm data <br /> Total precipitation = 2 . 8 inches <br /> Storm type = SCS Type 2 storm, 24 hour storm <br /> Peak Discharge = 4 . 34 cfs <br /> Discharge volume = 0 . 37 acre ft <br /> 6/93 <br /> a5 <br />