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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 CONSULTANTS <br />Filename: C:\SEDCAD3\WELK\FAN12 User: bgw <br />Date: OS-01-1995 Time: 09:06:46 <br />SAE, LONE PINE GULCH, FAN BENCH, NE CORNER <br />Storm: 1.90 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />------------------------------------ <br />NON-POND STRUCTURE INPUT/OUTPUT TABLE <br />J1, B1, S1 <br />WS12;B2 <br />Drainage Area from J1, B1, Sl, SWS(s)1: 0.1 acres <br />Total Contributing Drainage Area: 0.1 acres <br />GRASS FILTER INPUTS: <br />Bulk Specific Gravity: 1.25 <br />Initial Depth of Sediment in Zone D: 0.00 inches <br />Manning's Grass Grass Infiltration Stiffness ------ Filter ------ <br />Seg n Height Spacing Rate Factor Length Width Slope <br /># (in) (in) (iph) (N-sq m) (ft) (ft) (~) <br />-------------------------------- ---- - ------ - ---- - - ---- - - - - - <br />1 0.0100 2.0 0.2 0.05 2.000 25.0 6.0 33.0 <br />Total Filter Peak Critical Filter Sediment <br />Trap Infiltration Infiltration Fiow Prone Travel Wedge Depth <br />Efficiency Volume Rate Depth Velocity Time Location in Zone D <br />{~) (ac-ft) (cfs) (inch) (fps) (hrs) {feet) (inch) <br />56.2 0.0000 0.0002 -0.072 0.8122 0.1000 0.000 0.1187 <br />Runoff Peak Peak Sediment Peak Settleable <br />Volume Discharge Sediment Concentration Concentration 24VW 24AA <br />(ac-ft) (cfs) (tons) (mg/1) ml/1 (ml/1) (ml/1) <br />------------------------------------------------------------------------------- <br />------------------------------------------------------------------------------- <br />IN 0.01 0.07 0.1 32129 12.33 9.99 0.34 <br />OUT 0.01 0.07 0.0 16067 0.49 0.35 0.01 <br /> <br />• <br />(Lone Pine Gulcb SA& Asbudt Revicr, ?May 95) <br />