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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:\SEDCAD3\LOR\EFILL4 User: CWB <br />Date: 07-24-1997 Time: 15:33:12 <br />E SIDE OF FILL 4: D41 & 42 (100 YR STORM) AND D46 (10 YR STORM) <br />Storm: 2.90 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <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 />------- <br />------- (fps) <br />--------- <br />--------- (hr) <br />-------- <br />-------- (hr) <br />------- <br />------- (hr) <br />------------- <br />-- <br />--- <br />-- <br />1 - <br />1 -- <br />1 -- <br />1 ---- <br />-a -- <br />- <br />5 - <br />109.91 <br />36.39 <br />6.03 <br />0.01 -- <br />------ <br /> <br />-- <br />-- <br />-- <br />---- -b <br />---- 7 <br />----------- 113.22 <br />---------- 5.00 <br />------- 4.50 <br />--------- 0.01 <br />-------- 0.012 <br />------- <br />------------- <br />-- <br />2 -- <br />1 -- <br />1 ---- <br />1 ---- <br />-a ----------- <br />5 ---------- <br />405.17 ------- <br />32.08 --------- <br />5.66 -------- <br />0.02 ------- ------------- <br /> <br />-- <br />-- <br />-- <br />---- -b <br />---- 7 <br />----------- 787.39 <br />---------- 5.00 <br />------- 4.50 <br />--------- 0.05 <br />-------- 0.068 <br />------- <br />------------- <br />-- <br />2 -- <br />1 -- <br />2 ---- <br />1 ---- <br />-a ----------- <br />5 ---------- <br />354.69 ------- <br />2.82 --------- <br />1.68 -------- <br />0.06 ------- ------------- <br /> -b 7 444.06 5.00 4.50 0.03 <br /> <br />-- <br />---- -c <br />----- 7 <br />---------- 637.87 <br />---------- 12.54 <br />------- 7.13 <br />--------- 0.04 <br />-------- 0.124 <br />------- <br />-------- <br />--- <br />-- <br />2 1 -- <br />2 1 -1 8 321.75 32.70 17.16 0.00 -- <br />0.004 0.454 <br />2- 1- 2- -2-- -a___ ---_5_--_- ---_89.52- --33.51 ---5.79-- --0,00__ _______ _________~ ' <br /> -b 7 80.54 5.00 4.50 0.00 <br /> -c 8 208.48 33.58 17.38 0.00 0.012 <br />f <br />