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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: Greystone Development Con:;ultants • <br />Filename: C:\SCAD\DT\WECC\SAEC3R1 User: LW/BGW/CWB <br />Date: 09-16-1994 Time: 10:39:5£s <br />10 YEAR 24 HOUR STORM EVENT FOR LANE PINE GULCH STAGING AREA, C-3 <br />Storm: 1.90 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />NON-POND STRUCTURE INPUT/OUTPUT TABLE <br />J1, B1, S4 <br />DEBRIS FILTER, C-3 <br />Drainage Area from J1, B1, S4, SWS(s)1: 0.0 aore:s <br />Total Contributing Drainage Area: 13.9 acres <br />GRASS FILTER INPUTS: <br />Bulk Specific Gr+ <br />Initial Depth of <br />Manninq's Grass <br />Seg n Height <br /># (in) <br />1 0.0100 2.0 <br />Total <br />Trap Infiltration <br />Efficiency Volume <br />(~) (ac-ft) <br />87.7 <br />Runoff <br />Volume <br />(ac-ft) <br />0.0020 <br />Peak <br />Discharge <br />(cfs) <br />IN 0.05 0.34 <br />OUT 0.05 0.33 <br />~vity: 1.25 <br />Sediment in Zone D: 0.00 inches <br />Grass Infiltration Stiffness ------ Filter •------ <br />Spacinq Rate Factor Length Width Slope <br />(in) (iph) (N-sq m) (ft) (ft:) (3) <br />---------------------------------------------------------- <br />0.2 0.05 2.000 40.0 4(1.0 33.0 <br />Filter Peak Critical Filter Seiiimen~ <br />Infiltration Flow Prone Travel Wedge Depth <br />Rate Depth Velocity Time Locatior; in Zone D <br />(cfs) (inch) (fps) (hrs) (feet) (inch) <br />-------------------------------------------------------- <br />0.0019 0.057 <br />Peak Sediment <br />Sediment Concentration <br />(tons) (mq/1) <br />0.4 10373 <br />0.1 3351 <br />0.8122 0.1000 0.165 0.0663 <br />Peak Settleable <br />Concentration <br />ml/1 <br />24VW 24AA <br />(ml/Y) (ml/1) <br />3.98 <br />0.01 <br />2.510 1.57 <br />0.00 0.00 <br />**,t,t,t,ti4,t,t##~F~l,t#,t~kf,t:k*,tf##,tl:*,t*#!e****#*~*,t~**,t*****~k*i**#***,t**#**~e#*,t**tR*##f!* <br />• <br />