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Civil Software Design -- SEDCAD+ Version 3.1 Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. • Company Name: GREYSTONE DEVELOPMENT CONSULTANTS Filename: C:\SEDCAD3\TCC\WDIVEM User: CWB Date: 12-07-1995 Time: 13:16:39 WEST DIVERSION ON EMD VENILATION FACILITIES, 10-YEAR 24-HOUR STORM Storm: 1.80 inches, 10 year-24 hour, SCS Type II Hydrograph Convolution Interval: 0.1 hr ----------------------------------------- ----------------------------------------- NON-POND STRUCTURE INPUT/OUTPUT TABLE ----------------------------------------- ----------------------------------------- J1, B1, S1 UPPER WESTERN DIV Drainage Area from J1, B1, S1, SWS(s)1: 9.3 acres Total Contributing Drainage Area: 9.3 acres MATERIAL: ORDINARY FIRM LOAM Triangular Earthen Channel Limiting Variable: Velocity = 2.500 fps Clear Water Design Bottom Manning's Discharge Width ZLeft ZRight Slope n (cfs) (ft) (%) ------------------------------------------------- ------------------------------------------------- • 0.11 1.0:1 3.0:1 3.0 0.020 Top Hydraulic Froude Depth Velocity Width Radius Number (ft) (fps) (ft) ----------------------------------------------- ----------------------------------------------- 0.16 2.19 0.6 0.070 1.38 w/ Freeboard: 0.46 1.8 Runoff Peak Volume Discharge (ac-ft) (cfs) ----------------------------- ----------------------------- IN/OUT 0.05 0.11 ********~,t**,t~******,r**~******~***********~***~********~******************~**** J1, B1, 52 LOWER WESTERN DIV Drainage Area from J1, B1, S2, SWS(s)1: 2.8 acres Total Contributing Drainage Area: 12.1 acres MATERIAL: ORDINARY FIRM LOAM Triangular Earthen Channel • Limiting Variable: Velocity = 2.500 fps Clear Water Design Bottom Manning's Discharge Width ZLeft ZRight Slope n (cfs) (ft) (%)