Laserfiche WebLink
Civil Software Design -- SEDCAD+ Version 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. <br />Company Name: J. E. STOVER S ASSOCIATES <br />. Filename: D:\SEDCAD3\TOPSOIL User: JES <br />Date: 09-02-1993 Time: 15:07:07 <br />UPPER HUBBARD CREEK - TOPSOIL STOCKPILE SAE DEMONSTRATION <br />Storm: 2.00 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />----------------------------------------- <br />----------------------------------------- <br />NON-POND STRUCTURE INPUT/OUTPUT TABLE <br />----------------------------------------- <br />----------------------------------------- <br />J1, B1, S1 <br />Topsoil Stockpile <br />Drainage Area from J1, B1, S1, SWS(s)1: 0.4 acres <br />Total Contributing Drainage Area: 0.4 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 />5eg n Height Spacing Rate Factor Length Width Slope <br /># (in) (in) (iph) (N-sq m) (ft) (ft) ($) <br />---------------------------------------------------------------------------- <br />---------------------------------------------------------------------------- <br />1 0.0200 3.0 2.0 0.20 20.000 100.0 120.0 1.0 <br />Total Filter Peak Critical Filter Sediment <br />Trap Infiltration Infiltration Flow 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 />--- ------- -------------- ------------- ------- ------------- -------------- - <br />99.0 0.0113 0.0556 0.088 1.0367 0.2000 0.154 0.0007 <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 0.02 0.23 0.1 5424 1.59 0.90 0.11 <br />OUT 0.01 0.12 0.0 247 0.00 0.00 0.00 <br />*~*,t*****~***~~~**~*rt***~,t*t~**,t***~~***,t~***~~,t,t**~***t,t*r,t *,t ,t ,ter***,t* *,t ,r ,t ,t ,tom <br />8-153 <br />