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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: ACZ, INC. <br />Filename: D:\TOM\SENICA\PONDOlOA User: TEL <br />Date: 09-13-1995 Time: 08:13:17 <br />YOAST MINE: SEDIMENT POND 010 (10-year, 24-hour) <br />Storm: 1.70 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.2 hr <br />NON-POND STRUCTURE INPUT/OUTPUT TABLE <br />----------------------------------------- <br />----------------------------------------- <br />J1, B2, 53 <br />DIVERTION N0.3 (EXP) <br />Drainage Area from J1, B2, 53, SWS(s)1: 24.1 acres <br />Total Contributing Drainage Area: 110.9 acres <br />MATERIAL: TALL FESCUE <br />Trapezoidal Vegetated Channel <br />Limiting Variable: Velocity = 6.000 fps <br />Design Bottom <br />Discharge Width ZLeft ZRight Slope <br />(cfs) (ft) ( o) <br />---------------------------------------- <br />---------------------------------------- <br />24.63 12.0 3.0:1 3.0:1 7.6 <br />0 <br /> Top Manning's Hydraulic Froude O <br />Retardance Depth Velocity Width N Radius Number <br />Class (ft) (fps) (ft) <br /> -------- <br />Stability C 0.49 3.72 14.9 0.064 0.437 0.99 <br />Capacity B 0.70 2.44 16.2 0.120 0.602 0.55 <br />w/ Freeboard + B 1.70 22.2 <br />Runoff Peak Peak Sediment Peak Settleable <br />Volume Discharge Sediment Concentration Con centration 24VW 24AA <br />(ac-f t) (cfs) (tons) (mg/1) (ml/1) <br />- (ml/1) (ml/1) <br />------ - <br />--------------- <br />IN/OUT 3.77 ----------- <br />24.63 --------- <br />602.4 ------------------ <br />72971 ----------- <br />28.73 3.00 1.58 <br /> <br />J2, B3, 52 <br />DIVERSION N0.2 (YB1) <br />Drainage Area from J2, B3, S2, SWS(s)1: 9.8 acres <br />Total Contributing Drainage Area: 24.1 acres <br />MATERIAL: TALL FESCUE <br />Triangular Vegetated Channel <br />Limiting Variable: Velocity = 6.000 fps <br />Design Bottom <br />Discharge Width ZLeft ZRight Slope <br />(cfs) (ft) (o) <br />18.81 3.0:1 3.0:1 3.6 <br />