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Project Title = Sutey Refuse Pile <br /> WATERSHED HYDROGRAPH <br /> Inflow into structure # 8 <br /> Structure type : Null <br /> -- Routed From Structure # 8 to sturcture # 9 <br /> Muskingum routing parameters : X= 0 . 38 K= 0 . 05 <br /> Hydraulic length = 230 . 00 feet <br /> Elevation change = 22 . 0 feet . <br /> Travel time = 0 . 05 hours <br /> Travel time type = SCS Upland Curves <br /> -- Routed Watershed # 11 to sturcture # 8 <br /> Muskingum routing parameters : X= 0 . 32 K= 0 . 07 <br /> Hydraulic length = 770 . 00 feet <br /> Elevation change = 22 . 0 feet . <br /> Travel time = 0 . 07 hours <br /> Travel time type = SCS Upland Curves <br /> -- Watershed data for watershed #11 <br /> Curve number = 76 . 0 <br /> Area = 1 . 8 acres <br /> Hydraulic length = 630 . 00 Feet <br /> Elevation change = 110 . 0 feet . <br /> Concentration time = 0 . 06 hours <br /> Concentration time type = SCS Upland Curves <br /> Unit hydrograph type = Forested <br /> -- Watershed data for watershed #12 <br /> Curve number = 79 . 0 <br /> Area = 4 . 8 acres <br /> Hydraulic length = 660 . 00 Feet <br /> Elevation change = 65 . 0 feet . <br /> Concentration time = 0 . 08 hours <br /> Concentration time type = SCS Upland Curves <br /> Unit hydrograph type = Disturbed <br /> -- Total Area = 6 . 6 acres <br /> -- Storm data <br /> Total precipitation = 2 . 8 inches <br /> Storm type = SCS Type 2 storm, 24 hour storm <br /> Oeak Discharge = 6 . 20 cis <br /> Discharge volume = 0 . 55 acre ft <br /> g a6 1q3 <br />