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Civil Softc.~are Design -- SEDCAD* Persian 3.0 <br />Copyright (C) 1987-1990. Pamela J. Schwab. All rights resa:-ved. <br />Comppany Name: Cyprus Yampa Coal <br />Filename: A:\OVSILORR User: Karl C. Kcah:er <br />Date: 04-04-1993 Time: 15:19:30 <br />Storm: 1.~OCinchesALL10 Mear-24 LhourEASCSITyRpeDIOUTSLOPE <br />Hydrograph convolution interval: 0.1 hr <br />NON-POND STRUCTURE INPUT/OUTPUT TABLE <br />VEGETA'I'IVE~ FILTER <br />Drainage Area from J1, B1, S1, SWS(s)1: 0.9 acres <br />Total Contributing Drainage Area: 0.9 acres <br />GRASS FILTER ZNPUTS: <br />Sulk Specific Gravity: 1.25 <br />Initial De th of Sediment in Zone D: 0.00 inches <br />Manning's ~rass Grass Infiltration Stiffness ------ Filter - <br />Seg n Height Spacing Rate Factor Len th Width Slcca <br />_;__ (in) __(in) _(iph) (N-sq m) (f~) (ft) ($j <br />1 0.0100 6.0 3.0 0.15 - J2.000 5.0 220.0 5 0 <br />Total Filter Peak Critical Filter Sedimen_ <br />Trap Infiltration Infiltration Flow Prone Travel Wed e Depth <br />Efficiency Volume Rate Depth Velocity Time Loca~ion in Zone <br />(~) (ac-ft) (cfs) (inch) (fps) (hrs) (feet) (inch) <br />______________________________________________________________________________ <br />97.0 0.0018 0.0038 0.021 0.8122 0.1000 0.057 0.11; <br />• Runoff Peak Peak Sediment Peak Settleable <br />Volume Discharge Sediment Concentration Concentration 24~~"Lv 24A.a <br />(ac-ft) (cfs) (tons) (mq/1) ml/1 (-1!1) (ml/'_; <br />______________________________________________________________°__-.~ Y1===7.0-- <br />IN 0.01 0.18 1.2 154776 90.73 - <br />OUT 0.01 0.18 0.0 10565 0.00 0.00 O.OG <br />*#:k*,k**#t:t##*~k#,trt#,t**#~,kt:kk::k~#t#k#:k#.*:t:k,t*:t,k,k,tt*t~«~:i+*:t#::t ,t t,t:ax*~~t.~.x~. <br />S9E~G <br />