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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: Greystone Development Consultants <br />Filename: C:\SCAD\DT\TCC\EMDDECUT User: CW BEGEJ <br />Date: 12-20-1995 Time: 01:54:08 <br />SAE DEMO FOR CUT SLOPE WEST OF EMD DEWATERING PONDS: 10-YR 24-HR STORM <br />Storm: 1.80 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />-------------------------------------------- <br />-------------------------------------------- <br />DETAILED SUBWATERSHED INPUT/OUTPUT TABLE <br /> Seg. Land Flow Segment Time Muskingum <br />J B S SWS # Condition Distance Slope Velocity Time Conc. K X <br /> <br />-- <br />-- <br />-- <br />-- <br />-- <br />-- <br />--- <br />--- <br />----- <br />----- <br />----------- <br />----------- (ft) <br />---------- <br />---------- (~) <br />------- <br />------ (fps) <br />--------- (hr) <br />-------- (hr) <br />------- <br />- (hr) <br />------------- <br />-------- <br />1 <br />-- 1 <br />-- 1 <br />-- 1 <br />--- -a <br />----- 5 <br />- 40.00 - <br />2.70 --------- <br />1.64 -------- <br />0.01 -- <br />---- <br />0.006 ----- <br /> <br />1 <br />1 <br />1 <br />1 <br />-1 ---------- <br />5 ---------- <br />35.78 ------- <br />50.00 -------- <br />7.07 --------- <br />0.00 ------- ------------- <br /> <br />-- <br />-- <br />-- <br />--- -2 <br />----- 8 <br />----------- 200.04 <br />---------- 2.00 <br />------- 4.24 <br />--------- 0.01 <br />-------- <br />------- 0.014 0.365 <br />------------- <br />-- <br />1 -- <br />1 -- <br />1 --- <br />2 ----- <br />-a ----------- <br />5 ---------- <br />32.00 ------- <br />50.00 --------- <br />7.07 -------- <br />0.00 ------- ------------- <br /> <br />-- <br />-- <br />-- <br />-- <br />-- <br />-- <br />--- <br />--- -b <br />----- <br />----- 8 <br />----------- <br />----------- 200.00 <br />---------- <br />---------- 2.00 <br />------- <br />------- 4.24 <br />--------- <br />--------- 0.01 <br />-------- <br />-------- 0.014 <br />------- <br />------- <br />------------- <br />------------- <br />C 1 <br /> <br />