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Civil Software Design -- SEDCAD+ Version 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. <br />Company Name: <br />Filename: C:\SCAD\TCC\: <br />Date: <br />SAE DEMO FOR MAIN PAD & <br />Storm: 1.80 inches, 10 <br />Hydrograph <br />NON-POND STRUCTURE INPUT/OUTPUT TABLE <br />J1, B1, S2 <br />1:1 PAD BERM & PAD <br />Drainage Area from J1, B1, S2, SWS(s)1-2: 0.7 acres <br />Total Contributing Drainage Area: 23.9 acres <br />MATERIAL: Rock Riprap <br />Triangular Riprap Channel <br />Steep Slope Design - Simons/OSM Method <br />Design Bottom Manning's <br />Discharge Width ZLeft ZRight Slope n <br />(cfs) (Pt) ($) <br />~\ 2.14 3.0:1 3.0:1 25.0 0.040 <br />/ Top Hydraulic Froude <br />Depth Velocity Width Radius Number <br />(ft) (fps) (ft) <br />0.07 166.19** 0.4 0.031 161.87 <br />w/ Freeboard: 0.37 2.2 <br />** Non-uniform flow - Velocity shown is V=Q/A and may not be applicable <br /> ----DMaX---- ----D50---- ----D10---- <br /> (ft) <br />` (in) (ft) (in) (ft) (ia) <br /> 1.56 18.75 1.25 15.00 0.42 5.00 <br />Runoff Peak Peak Sediment Peak Settleable <br />Volume Discha~•ge Sediment Concentration Concentration 24VW 24AA <br />(ac-ft) (cfsj (tons) (mg/1) (ml/1) (mI/1) (ml/1) <br />IN/OUT 0.43 2.14 1.2 7925 4.12 1.09 0.39 <br />Greystone Development Consultants <br />'sSCSHFT3 IIser: CWB <br />08-30-1995 Time: 12:20:53 <br />E OUTSLOPE @ #7N ESCAPE SHAFT, 10/24 STORM <br />year-24 hour, SCS Type II <br />Convolution Interval: '0.1 hr <br />*,r****,t*********-*,r****,t*****,t******,t****,e*****************tr*ta***************,r <br />Pe t Renewal No. 3 <br />~% <br />J2, Bl, S1 <br />ROCK CHECK DAM <br />Il/]/99 <br />Drainage Area from J2, 81, Sl, SWS(s)1: <br />Total Contributing Drainage Area: <br />0.0 acres <br />23.9 acres <br />POROUS ROCK CHECK DAM INPU: TAB 4.21, PG 6 <br />FORMERLY • &203 <br />