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Civil Software Design -- SEDCAD+ Version 3.1 <br />Copyright (C) 1937-1992. Pamela J. Schwab. All rights reserved. <br />Company Name: PEABODY WESTERN COAL COMPANY <br />Filename: C:~SEDCAD3~YOAST~DIVIR2 User: MOA <br />Date: 06-16-1995 Time: 11:23:53 <br />DIVERSION NO. 1 (FACILITIES) lOYR-26HR PRECIPITATION EVENT <br />Storm: 1.70 inches, 10 year-26 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />NON-POND STRUCTURE INPUT/OUTPUT TABLB <br />----------------------------------------- <br />J1, B1, S1 <br />DIVERSION NO. 1 <br />Drainage Area from J1, B1, S1, SWS(s)1: 14.3 acres <br />Total contributing Drainage Area: 16.3 acres <br />MATERIAL: TALL FESCUE <br />Triangular Vegetated Channel <br />Limitiaq Variable: Velocity = 7.000 fps <br />Design Bottom <br />Discharge Width <br />(cfa) (ft) <br />----------------- <br />----------------- <br />13.33 <br />ZLeft ZRight Slope <br />($) <br />5.0:1 5.0:1 5.0 <br />Retardance Depth Velocity <br />class (ft) (fps) <br />----------------------------- <br />----------------------------- <br />Stability C 0.96 2.85 <br />Capacity B 1.26 1.63 <br />w/ Freeboard + B 2.26 <br />Top Manning's <br />Width N <br />(ft) <br />9.6 0.071 <br />12.6 0.148 <br />22.6 <br />Hydraulic Froude <br />Radius Number <br />0.673 0.72 <br />0.617 0.36 <br />Runoff Peak <br />Volume Discharge <br />(ac-ft) <br />------------------ (cfs) <br />----------- <br />----------------- <br />IN/OUT 1.08 ------------ <br />13.33 <br />rxxxrrrrrxxr+rrrrxrrrrrrrrxrr rrrrxxxx rrrxxxrrr rrxxrrrrxxxxrrxrrxxrrrrrxxr++rrxr <br /> <br /> <br />i <br />