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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\CR\PND5REV4 User: bgw <br />Date: 04-30-1996 Time: 12:40:49 <br />Pond 5 (Bottom Elevation = 92) <br />Storm: 2.10 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 hr <br />DETAILED SUBWATERSHED INPUT/OUTPUT TABLE <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 />--- (ft) <br />- <br />------- ($) <br />------- (fps) <br />----- (hr) <br />---- (hr) <br />-- (hr) <br />- <br />-- <br />----- <br />1 1 1 --- <br />1 ----- <br />-a - <br />------ <br />3 - <br />125.00 34.00 4.08 0,01 <br /> <br />- -b <br />- 6 <br />------ <br />--- 457.00 <br />---------- 34.00 <br />-------- 8.75 <br />-------- 0,01 <br />-------- 0.023 <br />-------- <br />------ <br />------ <br />------ <br />1 1 1 -- <br />1 ---- <br />-1 -- <br />6 177.45 20.00 6.71 0,01 <br /> -2 8 1186.13 6.00 7.35 0,04 <br /> -3 8 188.37 16.00 12.00 0.00 <br /> <br />----- <br />--- -4 <br />----- 8 <br />----------- 244.74 <br />---------- 12.00 <br />-------- 10.39 <br />-------- 0.01 <br />-------- <br />-------- 0.062 <br />------ 0.414 <br />------ <br />----- <br />1 1 1 --- <br />2 ----- <br />-a ----------- <br />3 ---------- <br />200.00 -------- <br />18.00 -------- <br />2.97 -------- <br />0.02 -------- ------ ------ <br /> -b 6 156.00 18.00 6.36 0.01 0.025 <br />- --- ----- ----------- ---------- -------- ------- --------- ------- ------- ------ <br />1 1 2 -1 8 188.37 16.00 12.00 0.00 <br /> -2 8 244.74 12.00 10.39 0.01 <br /> -3 8 380.93 7.00 7.94 0,01 <br /> <br />----- <br />--- -4 <br />----- 8 <br />----------- 286.15 <br />---------- 9.00 <br />-------- 9.00 <br />------- 0.01 <br />--------- <br />------- 0.032 <br />------- 0.423 <br />------ <br />----- <br />1 1 1 --- <br />3 ----- <br />-a ----------- <br />3 ---------- <br />165.00 -------- <br />12.00 ------- <br />2.42 --------- <br />0.02 ------- <br />0.018 ------- ------ <br />1 1 1 3 -1 6 169.62 21.00 6.87 0.01 <br /> -2 6 166.46 31.00 8.35 0.01 <br /> -3 8 244.74 12.00 10.39 0.01 <br /> <br />---- <br />--- -4 <br />----- 8 <br />----------- 666.20 <br />---------- 6.00 <br />-------- 7.35 <br />------- 0.03 <br />--------- <br />------- 0.043 <br />------- 0.412 <br />------ <br />---- <br />i l l <br />------ --- <br />4 <br />- ----- <br />-a <br />----- ----------- <br />3 <br />----------- ---------- <br />248.00 <br />---------- -------- <br />2.00 <br />-------- ------- <br />0.99 <br />-- <br />--- --------- <br />0.07 <br />----- <br />-- ------- <br />0.069 <br />----- ------- <br /> <br />----- ------ <br /> <br />1 1 1 -- <br />4 <br />-1 <br />6 <br />130.93 <br />12.00 -- <br />5.20 -- <br />0.01 --- - ------ <br /> -2 6 312.17 30.00 8.22 0.01 <br /> -3 8 380.93 7.00 7.94 0.01 <br /> <br />---- <br />--- -4 <br />----- 8 <br />----------- 285.36 <br />---------- 5.00 <br />-------- 6.71 <br />-------- 0.01 <br />-------- <br />-------- 0.042 <br />------ 0.406 <br />------ <br />---- <br />1 1 1 --- <br />5 ----- <br />-a ----------- <br />3 ---------- <br />125.00 -------- <br />30.00 -------- <br />3.83 -------- <br />0.01 -------- ------ ------ <br /> <br />------ <br />--- -b <br />----- 6 <br />----------- 174.00 <br />---------- 30.00 <br />-------- 8.22 <br />-- <br />---- 0,01 <br />---- 0.014 <br />- <br /> <br />1 1 1 <br />5 <br />-1 <br />8 <br />380.93 <br />7.00 - <br />7.94 ----- <br />0.01 ---- <br />-- ------- ------ <br /> -2 8 285.36 5.00 6.71 0.01 0.025 0.406 <br />2 1 6 -a 3 173.00 9.00 2.10 0,02 <br /> -b 8 285.00 5.00 6.71 0,01 0.034 <br /> <br />1 2 1 <br />1 <br />-a <br />3 <br />125.00 --- <br />31.00 ----- <br />3.90 --------- <br />0.01 ------- ------- ------ <br /> <br />------ <br />---- -b <br />----- 6 <br />---------- 147.00 <br />---------- 31.00 <br />-------- 8.35 <br />------- 0.00 <br />--------- 0.013 <br />------- <br />------- <br />------ <br />7_ ~ 03 B Hay 1996 <br />