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Project Title = Sutey Refuse Pile <br /> WATERSHED HYDROGRAPH <br /> Inflow into structure # 2 <br /> Structure type: Null <br /> -- Routed From Structure # 2 to sturcture # 5 <br /> Muskingum routing parameters : X= 0 . 39 K= 0 . 04 <br /> Hydraulic length = 850 . 00 feet <br /> Elevation change = 130 . 0 feet . <br /> Travel time = 0 . 04 hours <br /> Travel time type = SCS Upland Curves <br /> -- Watershed data for watershed # 2 <br /> Curve number = 60. 0 <br /> Area = 5 . 2 acres <br /> Hydraulic length = 1170 . 00 Feet <br /> Elevation change = 305 . 0 feet . <br /> Concentration time = 0. 09 hours <br /> Concentration time type = SCS Upland Curves <br /> Unit hydrograph type = Forested <br /> -- Total Area = 5 . 2 acres <br /> -- Storm data <br /> Total precipitation = 2 . 8 inches <br /> Storm type = SCS Type 2 storm, 24 hour storm <br /> Peak Discharge = 0 . 43 cfs <br /> Discharge volume = 0 . 11 acre ft <br /> g/a6 lq3 <br /> d <br />