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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\EFILL6 User: CWB <br />Date: 07-24-1997 Time: 15:44:33 <br />EAST SIDE OF FILL 6: D61 & D62 (100-YR), D66 (10-YR) <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 />-------------------------------------------- <br />-------------------------------------------- <br /> <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 />----------- (ft) <br />---------- <br />- (~) <br />-------- <br />--- (fps) <br />-------- (hr) <br />-------- <br />------ (hr) <br />------- (hr) <br />------------ <br />-- <br />1 -- <br />1 -- <br />1 ---- <br />1 ---- <br />-a ----------- <br />5 --------- <br />98.17 ----- <br />30.56 -------- <br />5.53 - <br />- <br />0.00 ------- ------------ <br /> <br />-- <br />-- <br />-- <br />---- -b <br />---- 8 <br />----------- 319.33 <br />---------- 5.00 <br />-------- 6.71 <br />-------- 0.01 <br />-------- 0.018 <br />------- <br />------------ <br />-- <br />1 -- <br />2 -- <br />1 ---- <br />1 ---- <br />-a ----------- <br />5 ---------- <br />205.20 -------- <br />29.24 -------- <br />5.41 -------- <br />0.01 ------- ------------ <br /> <br />-- <br />-- <br />-- <br />---- -b <br />---- 7 <br />----------- 559.62 <br />---------- 16.08 <br />-------- 8.07 <br />-------- 0.02 <br />-------- 0.032 <br />------- <br />------------ <br />-- <br />2 -- <br />1 -- <br />1 ---- <br />1 ---- <br />-a ----------- <br />5 ---------- <br />410.49 -------- <br />9.74 -------- <br />3.12 -------- <br />0.04 ------- ------------ <br /> -b 5 629.47 5.00 2.24 0.08 <br /> -c <br />-- 7 <br />---- <br />- 245.80 <br />---------- 28.48 <br />-------- 10.74 <br />-------- 0.01 <br />-------- 0.125 <br />--- <br />------------ <br />-- <br />2 -- <br />1 -- <br />1 ---- <br />1 -- <br />-1 ------ <br />8 685.96 20.85 13.70 0.02 <br />== <br />__ ---- <br />___ 0.015 0.44 <br />2- 1- 1- -2-_ -a-- ____-5-__-- ___-60.02- --33.32- --5.77-- 0.00 ____ __________ <br /> -b 7 353.44 5.00 4.50 0.02 <br /> -c 8 469.58 14.91 11.58 0.01 0.037 <br />• <br />