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<br />File: J:\OOJOBS\003-2166\SGOIMD2X 7/22/00, 7:54 :1OPM <br />Civil Software Design -- SEDCAD+ Version 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. <br />Company Name: GOLDER ASSOCIATES <br />Filename: C:\SEDCAD\2166\SGOIMD2 User: WDP (Modified & revised <br />by TAG <br />Date: 07-22-2000 Time: 19:47:19 <br />SEDPOND SG-1 <br />Storm: 2.30 inches, 25 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />NON-POND STRUCTURE INPUT/OUTPUT TABLE <br />_________________________________________ <br />_________________________________________ <br />J1, B1, S1 <br />DSG2, 37E <br />Drainage Area from J1, B1, S1, SWS (s)1: 3.9 acres <br />Total Contributing Drainage Area: 3.9 acres <br />NATERZAL: BLUE GRAMA <br />Trapezoidal Vegetated Channel <br />Limiting Variable: Velocity = 5.000 fps <br />I <br />L J <br />Design Bottom <br />Discharge width ZLeft ZRight Slope <br />(cfs) (ft) (°s) <br />------- ------------- <br />5.52 - 4.5 2.5:1 2.5:1 12.5 <br /> ~TOp Manning's Hydraulic Froude <br />Retardance Depth Velocity Width N Radius Number <br />Class (f t) (fps) (ft) <br />Stability C 0.38 2.62 6.4 0.093 0.316 0.81 <br />Capacity B 0.55 1.64 7.3 0.185 0.436 0.43 <br />w/ Freeboard + B 0.55 7.3 <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 />IN/OUT 0.46 5.52 24.9 69954 26.84 14.82 3.73 <br />+++++t<+~<.>.::r:~a+~~i.<.+~+«>s:r+++:++~~+~:t:t~:x.sf~:r:r+.+::~~r+~f.~+~tt++.+~.t.f ~:r• <br />J1, B1, S2 <br />DSGl, 37D <br />• <br />Drainage Area from J1, B1, S2, SwS (s)1: 2.2 acres <br />Page: <br />