Laserfiche WebLink
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 = 79 . 0 <br /> Area = 0 . 8 acres <br /> Hydraulic length = 290 . 00 Feet <br /> Elevation change = 35 . 0 feet . <br /> Concentration time = 0. 03 hours <br /> Concentration time type = SCS Upland Curves <br /> Unit hydrograph type = Disturbed <br /> -- Total Area = 0 . 8 acres <br /> -- Storm data <br /> Total precipitation = 2 . 8 inches <br /> Storm type = SCS Type 2 storm, 24 hour storm <br /> Peak Discharge = 0 . 77 cfs <br /> Discharge volume = 0 . 07 acre ft <br /> 1� <br /> 113 <br />