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Project Title = TBM <br />WATERSHED HYDROGRAPH <br />Inflow into structure # 1 <br />Structure type= Null <br />-- Watershed data for watershed # 1 <br />Curve number = 74.0 <br />Area = 169.0 ac res <br />Hydraulic leng th = 4900.00 Fe et <br />Elevation chan ge = 370.0 fe et. <br />Concentration time = 0,33 ho urs <br />Concentration time type = SCS Upland Curves <br />Unit hydrograp h type = Forested <br />-- Total Area = 169.0 acres <br />-- Storm data <br />Total precipit ation - 2.9 inche s <br />Storm type = SCS Type 2 st orm, 24 hour storm <br />Peal< Discharge = 49.37 cfs <br />Discharge volu me = 11.91 acre ft <br />time ra infall hydrograph time rainfall hydrograph <br />(hr.) (in.) (cfs) (hr.) (in.) (cfs) <br />0.00 0.000 0.000 * 0.10 0.003 _ 0.000 <br />0.20 0.003 0.000 * 0.30 0.003 0.000 <br />0,40 0.003 0.000 * 0.50 0.003 0.000 <br />0,60 0.003 0.000 * 0.70 0.003 0.000 <br />0,80 0.003 0.000 * 0.90 0.003 0.000 <br />1.00 0.003 0.000 * 1.10 0.003 0.000 <br />1.20 0.003 0.000 * 1.30 0.003 0.000 <br />1.40 0.003 0.000 * 1.50 0.003 0.000 <br />1.60 0.003 0.000 * 1.70 0.003 0.000 <br />1.80 0.003 0.000 ~ 1.90 0.003 0.000 <br />2.00 0.003 0.000 * 2.10 0.003 0.000 <br />2.20 0.003 0.000 * 2.30 0.003 0.000 <br />2.40 0.003 0.000 * 2.50 0.003 0.000 <br />2.60 0.003 0.000 * 2.70 0.003 0.000 <br />2.80 0.003 0.000 * 2.90 0.003 0.000 <br />3.00 0.003 0.000 * 3.10 0.004 0.000 <br />3.20 0.004 0.000 * 3.30 0.004 0.000 <br />3.40 0.004 0.000 * 3.50 0.004 0.000 <br />3.60 0.004 0.000 * 3.70 0.004 0.000 <br />3.80 0.004 0.000 * 3.90 0.004 0.000 <br />4.00 0.004 0.000 * 4.10 0.005 0.000 <br />4.20 0.005 0.000 * 4.30 0.005 0.000 <br />4.40 0.005 0.000 * 4.50 0.005 0.000 <br />4.60 0.005 0.000 * 4.70 0.005 0.000 <br />4.80 0.005 0.000 * 4.90 0.005 0.000 <br />5.00 0.005 0.000 ~ 5.10 0.005 0.000 <br />5.20 0.005 0.000 * 5.30 0.005 0.000 <br />5.40 0.005 0.000 * 5.50 0.005 0.000 <br />5.60 0.005 0.000 * 5.70 0.005 0.000 <br />5.80 0.005 0.000 * 5.90 0.005 0.000 <br />6,00 0.005 0.000 * 6.10 0.006 0.000 <br />