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Project Title = Sutey Refuse Pile <br /> WATERSHED HYDROGRAPH <br /> Inflow into structure # 5 <br /> Structure type: Null <br /> -- Structure # 1 was routed to structure # 5 <br /> -- Structure # 2 was routed to structure # 5 <br /> -- Structure # 3 was routed to structure # 5 <br /> -- Structure # 4 was routed to structure # 5 <br /> -- Routed From Structure # 5 to sturcture #12 <br /> Muskingum routing parameters : X= 0 . 38 K= 0 . 00 <br /> Hydraulic length = 30 . 00 feet <br /> Elevation change = 3 . 0 feet . <br /> Travel time = 0 . 00 hours <br /> Travel time type = SCS Upland Curves <br /> -- Watershed data for watershed # 5 <br /> Curve number = 60 . 0 <br /> Area = 2 . 0 acres <br /> Hydraulic length = 900 . 00 Feet <br /> Elevation change = 240 . 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 # 6 <br /> Curve number = 79 . 0 <br /> Area = 0 . 4 acres <br /> Hydraulic length = 280 . 00 Feet <br /> Elevation change = 50 . 0 feet . <br /> Concentration time = 0 . 02 hours <br /> Concentration time type = SCS Upland Curves <br /> Unit hydrograph type = Disturbed <br /> -- Total Area = 2 . 5 acres <br /> -- Storm data <br /> Total precipitation = 2 . 8 inches <br /> Storm type = SCS Type 2 storm, 24 hour storm <br /> Peak Discharge = 8 . 94 cfs <br /> Discharge volume = 0 . 89 acre ft <br /> g1,�,93 <br /> a3 <br />