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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\EFILL5 User: CWB <br />Date: 07-23-1997 Time: 10:55:32 <br />EAST SIDE OF FILL 5: D53 & D54 (100-YR), D56 (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 />a <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 />--------- <br />--------- (hr) <br />-------- <br />-------- (hr) <br />-------- <br />-------- (hr) <br />------ <br />------ <br />------ <br />------ <br />- <br />1 1 1 1 -a 5 184.65 32.49 5.70 0.01 <br /> <br />-- <br />-- <br />- <br />---- -b <br />------ 7 <br />---------- 1648.34 <br />---------- 5.00 <br />------- 4.50 <br />--------- 0.10 <br />-------- 0.110 <br />------- <br />------- <br />------ <br />-- <br />1 -- <br />2 - <br />1 ---- <br />1 ------ <br />-a ---------- <br />5 ---------- <br />527.36 ------- <br />5.69 --------- <br />2.39 -------- <br />0.07 ------- ------- ------ <br /> -b 7 472.50 8.47 5.86 0.04 <br /> <br />-- <br />-- <br />-- <br />--- -c <br />------ 8 <br />---------- 1357.21 <br />---------- 5.00 <br />------- 6.71 <br />--------- 0.06 <br />-------- 0.159 <br />------- <br />------- <br />------ <br />-- <br />2 -- <br />1 - <br />1 ---- <br />1 ------ <br />-a ---------- <br />5 ---------- <br />643.69 ------- <br />7.77 --------- <br />2.79 -------- <br />0.07 ------- ------- ------ <br /> -b <br />----- 7 <br />------- 743.36 <br />---------- 14.80 <br />------- 7.74 <br />--------- 0.04 <br />-------- 0.113 <br />------- <br />--- <br />-- <br />2 -- <br />1 -- <br />1 --- <br />1 - <br />-1 --- <br />8 <br />296.31 <br />31.88 <br />16.94 <br />0.00 ---- ------ <br />-- -- -- ---- -2--- ----8-_-- ---669_68- --21_38 --13_87-- --~-01 _ -------- 0_018 0.4. <br />2 1 1 2 -a 5 93.14 32.21 5.68 0.00 <br />-b 7 1488.83 5.00 4.50 0.09 <br />-c <br />---------------- 8 <br />------- 1200.96 <br />------------ 12.49 <br />-------- 10.60 <br />-------- 0.05 0.150 <br />---------------------------- <br />---------------- <br />2 1 1 3 -a ------- <br />5 ------------ <br />87.00 -------- <br />45.98 -------- <br />6.78 ---------------------------- <br />0.00 <br />-b 8 919.72 15.22 11.70 0.03 0.031 <br />G <br />