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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:\SEDCAD3\Wi <br />Date: <br />SAE, Lone <br />Storm: 1.90 inches, 10 <br />Hlidrograph <br />GREYSTONE DEVELOPMENT CONSULTANTS <br />iLK\SAELPSAF User: bgw <br />11-28-1994 Time: 11:50:05 <br />Pine Gulch Staging Area Fill <br />year-24 hour, SCS Type II <br />Convolution Interval: 0.1 hr <br />NON-POND STRUCTURE INPUT/OUTPUT TABLE <br />Jl, Bl, S1 <br />WS21, DF <br />Drainage Area from J1, B1, S1, SWS(s)1: 0.3 acres <br />Total Contributing Drainage Area: 0.3 acres <br />IGRASS <br />Seg <br />FILTER INPUTS: -- <br />Bulk Specific Gravity: 1.25 <br />Initial Depth of Sediment in Zone D: 0 <br />Manning's Grass Grass Infiltration <br />n Height Spacing Rate <br />(in) (in) (iph) <br />00 inches <br />Stiffness ------ Filter ------ <br />Factor Length Width Slope <br />(N-sq mj (ftj (ft) ($j <br />1 0.0100 2,0 0.2 0.05 2.000 -- 20.0=.--..380:0'-33.0 <br />~ Total Filter Peak Critical Filter Sediment <br />- rap Infiltration Infiltration Flow Prone Travel Wedge -Depth <br />Efficiency Volume Rate Depth Velocity Time Location in Zone D <br />(~) (ac-ftj (cfs) (inch) (fps) (hrs) (feet) (inch) <br /> <br />89.2 0.0047 0.0088 0.013 0.8122 0.1000 1.346 0.2934 <br />Runoff Peak Peak Sediment Peak Settleable <br />Volume Discharge Sediment Concentration Concentration 24VW 24AA <br />(ac-ft) (cfsj (tons) (mq/1) ml/1 (ml/I) (ml/1) <br />- <br />IN 0.03 0.33 12.4 519086 199.19 130.71 18.31 <br />OUT 0.02 0.32 1.3 111808 0.00 0.00 0,00 <br />*~****************:**~***********~**~*****,t**,~******~*~*~*****~~~,~************* <br />'~. <br />