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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 = 0 . 3 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 #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 = 5 . 1 acres <br /> -- Storm data <br /> Total precipitation = 2 . 8 inches <br /> Storm type = SCS Type 2 storm, 24 hour storm <br /> Peak Discharge = 5 . 48 cfs <br /> Discharge volume = 0 . 44 acre ft <br /> g1-261q-3 <br />