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Project Title = Sutey Refuse Pile <br /> WATERSHED HYDROGRAPH <br /> Inflow into structure # 9 <br /> Structure type : Null <br /> -- Structure # 6 was routed to structure # 9 <br /> -- Structure # 7 was routed to structure # 9 <br /> -- Structure # 8 was routed to structure # 9 <br /> -- Routed From Structure # 9 to sturcture #11 <br /> Muskingum routing parameters : X= 0 . 37 K= 0 . 10 <br /> Hydraulic length = 1710 . 00 feet <br /> Elevation change = 125 . 0 feet . <br /> Travel time = 0 . 10 hours <br /> Travel time type = SCS Upland Curves <br /> -- Watershed data for watershed #13 <br /> Curve number = 79 . 0 <br /> Area = 5 . 9 acres <br /> Hydraulic length = 940 . 00 Feet <br /> Elevation change = 85 . 0 feet . <br /> Concentration time = 0 . 05 hours <br /> Concentration time type = SCS Upland Curves <br /> Unit hydrograph type = Disturbed <br /> -- Total Area = 5 . 9 acres <br /> -- Storm data <br /> Total precipitation = 2 . 8 inches <br /> Storm type = SCS Type 2 storm, 24 hour storm <br /> Peak Discharge = 20 . 37 cfs <br /> Discharge volume = 1 . 90 acre ft <br /> g�6 q 3 <br />