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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: ACZ, INC. <br />• Filename: C:\KEVIN\821\POND_C User: K. Kammerzell <br />Date: 06-12-1997 Time: 17:14:55 <br />Pond C Hydrology and Sedimentology <br />Storm: 2.00 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: o.l 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 />- (ft) <br />------- (%) (fps) <br />--- (hr) <br />---- (hr) <br />------ (hr) <br />------- - <br />- <br />- <br />1 1 1 1 -a - <br />5 160.00 1.00 1.00 ---- <br />0.04 - - <br />- <br /> <br />-- <br />-- <br />- <br />----- -b <br />---- 5 <br />----------- 60.00 <br />---------- 50.00 <br />------- 7.07 <br />--------- 0.00 <br />-------- 0.046 <br />------- <br />------------- <br />-- <br />1 -- <br />1 - <br />2 ----- <br />1 ---- <br />-a ----------- <br />5 ---------- <br />185.00 ------- <br />32.43 --------- <br />5.69 -------- <br />0.01 ------- ------------- <br /> <br />-- <br />-- <br />- <br />----- -b <br />---- 7 <br />----------- 360.00 <br />---------- 38.89 <br />------- 12.55 <br />--------- 0.01 <br />-------- 0.016 <br />------- <br />------------- <br />-- <br />1 -- <br />1 - <br />2 ----- <br />2 ---- <br />-a ----------- <br />5 ---------- <br />30.00 ------- <br />1.00 --------- <br />1.00 -------- <br />0.01 ------- ------------- <br /> -b 5 100.00 50.00 7.07 0.00 <br /> -c 7 180.00 2.00 2.85 0.02 <br /> <br />-- <br />-- <br />-- <br />---- -d <br />---- 7 <br />----------- 260.00 <br />---------- 38.46 <br />------- 12.48 <br />--------- 0.01 <br />-------- 0.035 <br />------- <br />------------- <br />-- -- - <br />1 ----- <br />1 ---- <br />-a ----------- <br />5 ---------- <br />125.00 ------- <br />1.00 --------- <br />1.00 -------- <br />0.03 ------- ------------- <br /> -b 5 80.00 50.00 7.07 0.00 <br /> <br />-- <br />-- <br />-- <br />---- -c <br />---- 7 <br />----------- 275.00 <br />---------- 2.00 <br />------- 2.85 <br />--------- 0.03 <br />-------- 0.064 <br />------- <br />------------- <br />-- <br />1 -- <br />2 -- <br />2 ---- <br />1 ---- <br />-a ----------- <br />5 ---------- <br />30.00 ------- <br />1.00 --------- <br />1.00 -------- <br />0.01 ------- ------------- <br /> <br />- <br />- <br />-- <br />- -b 5 100.00 <br />--- 50.00 <br />-----=- 7.07 <br />------ <br />- 0.00 <br />- 0.012 <br />------ <br />------------- <br />- <br />1 - <br />2 2 --- <br />1 ---- <br />-1 ----------- <br />7 ------- <br />350.98 31.25 - <br />- <br />11.25 --- <br />---- <br />0.01 - 0.008 0.434 <br />-- <br />1 -- <br />2 -- <br />2 ---- <br />2 ---- <br />-a ----------- <br />5 ---------- <br />30.00 --- <br />1.00 --- <br />1.00 -------- <br />0.01 ---- <br /> -b 5 100.00 50.00 7.07 0.00 <br /> -c 7 80.00 2.00 2.85 0.01 <br /> -d 7 160.00 31.25 11.25 0.00 0.024 <br />-- <br />1 -- <br />2 -- <br />2 ---- <br />3 ---- <br />-a ----------- <br />5 _ -------- - <br />70.00 <br />71.43 --- <br />8.45 - - <br />0.00 <br /> -b 7 320.00 31.25 11.25 0.01 0.010 <br />- <br />2 -- <br />1 -- <br />1 ---- <br />1 ---- <br />-a ------ --- <br />1 ------ <br />200.00 <br />25.00 <br />1.26 <br />0.04 <br /> -b 7 320.00 46.88 13.78 0.01 0.050 <br />• <br />.(IS <br />Itl ~.\ ISI~:U' o' <br />