Laserfiche WebLink
Project Title = Sutey Refuse Pile <br /> WATERSHED HYDROGRAPH <br /> Inflow into structure # 6 <br /> Structure type : Null <br /> -- Routed From Structure # 6 to sturcture # 9 <br /> Muskingum routing parameters : X= 0 . 38 K= 0 . 05 <br /> Hydraulic length = 940 . 00 feet <br /> Elevation change = 85 . 0 feet . <br /> Travel time = 0 . 05 hours <br /> Travel time type = SCS Upland Curves <br /> -- Routed Watershed # 7 to sturcture # 6 <br /> Muskingum routing parameters : X= 0 . 38 K= 0 . 03 <br /> Hydraulic length = 600 . 00 feet <br /> Elevation change = 55 . 0 feet . <br /> Travel time = 0 . 03 hours <br /> Travel time type = SCS Upland Curves <br /> -- Watershed data for watershed # 7 <br /> Curve number = 79 . 0 <br /> Area = 2 . 0 acres <br /> Hydraulic length = 380 . 00 Feet <br /> Elevation change = 160 . 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 # 8 <br /> Curve number = 79 . 0 <br /> Area = 2 . 1 acres <br /> Hydraulic length = 720 . 00 Feet <br /> Elevation change = 95 . 0 feet . <br /> Concentration time = 0. 06 hours <br /> Concentration time type = SCS Upland Curves <br /> Unit hydrograph type = Disturbed <br /> -- Total Area = 4 . 1 acres <br /> -- Storm data <br /> Total precipitation = 2 . 8 inches <br /> Storm type = SCS Type 2 storm, 24 hour storm <br /> Peak Discharge = 3 . 99 cfs <br /> Discharge volume = 0 . 36 acre ft <br /> (oIq 3 <br />