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Civil Software Design -- SEDCAD+ Version 3.0 <br />Copyright (C) 1987-1990. Pamela J. Schwab. All rights reserved. <br />• Company Name: Peabody Coal Company <br />Filename: E:\SEDCAD3\005\DIV7 User: RJG <br />Date: 03-11-1992 Time: 14:03:42 <br />SENECA II-W DIVERSION N0.7 <br />Storm: 2.40 inches, 100 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />----------------------------------------- <br />----------------------------------------- <br />NON-POND STRUCTURE INPUT/OUTPUT TABLE <br />----------------------------------------- <br />----------------------------------------- <br />J1, B1, S1 <br />DIV N0.7 <br />Drainage Area from J1, B1, S1, SWS(s)1: 131.2 acres <br />Total Contributing Drainage Area: 131.2 acres <br /> MATERIAL: TALL FESCUE <br /> Trapezoidal Vegetated Channel <br /> Limiting Variable: Velocity = 7.000 fps <br /> Design Bottom <br /> Discharge Width ZLeft ZRight Slope <br /> (cfs) (ft) <br />----------------- <br />----------------- <br />------------------ <br />------------------ (~) <br />----- <br />----- <br /> 78.63 15.0 3.0:1 3.0:1 4.8 <br />• ' <br /> Top Manning <br />s Hydraulic Froude <br />Retardance Depth Velocity Width N Radius Number <br />Class <br />------------ <br />- (ft) (fps) <br />-------------------- (ft) <br />------------------ <br />----------- <br />-------- <br />-------- <br />--- <br />Stability B -------------------- <br />1.05 4.13 ------------------ <br />21.3 0.073 ----------- <br />0.880 -------- <br />0.77 <br />Capacity B 1.05 4.13 21.3 0.073 0.880 0.77 <br />Runoff Peak <br />Volume Discharge <br />(ac-f t) (cfs) <br />IN/OUT 0.58 78.63 <br />***~******~*~*******~********~**~~******************~**********~*t*~********t*~ <br /> <br />