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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: CYPRUS YAMPA VALLEY COAL <br />Filename: B:\PONDTSAE User: Tavis Rogers <br />Date: 09-20-1996 Time: 12:16:05 <br />Pond T SAE Sedimentology <br />Storm: 1.80 inches, 10 year-24 hour, SCS Type ZI <br />Hydrograph Convolution Interval: 0.1 hr <br />NON-POND STRUCTURE INPUT/OUTPUT TABLE <br />----------------------------------------- <br />----------------------------------------- <br />J1, B1, S1 <br />Pond T SAE <br />Drainage Area from J1, B1, S1, SWS(s)1: 0.5 acres <br />Total Contributing Drainage Area: 0.5 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 Heiqht Spacing Rate Factor Length Width Slope <br /># (in) (in) (iph) (N-sq m) (ft) (ft) (~) <br />---------------------------------------------------------------------------- <br />---------------------------------------------------------------------------- <br />1 0.0117 9.0 2.0 0.05 20.000 100.0 4.0 4.0 <br />Total Filter Peak Critical Filter Sediment <br />Trap Infiltration Infiltration Flow Prone Travel Wedge Depth <br />ficiency Volume Rate Depth Velocity Time Location in Zone D <br />(%) (ac-ft) (cfs) (inch) (fps) (hrs) (feet) (inch) <br />------------------------------------------------------------------------------- <br />------------------------------------------------------------------------------- <br />80.8 0.0001 0.0005 0.252 1.0367 0.1000 0.682 0.0148 <br />Runoff Peak Peak Sediment Peak Settleable <br />Volume Discharge Sediment Concentration Concentration 24VW 24AA <br />(ac-f t) (cfs) (tons) (mg/1) ml/1 (ml/1) (ml/1) <br />------------------------------------------------------------------------------- <br />------------------------------------------------------------------------------- <br />IN 0.01 0.14 0.1 19632 11.51 6.68 0.54 <br />OUT 0.01 0.14 0.0 5705 0.43 O.I7 0.01 <br />**~*******************~~***********************~**************t*****~****~~~*** <br />• <br />