Laserfiche WebLink
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\CR7\PND3A20 User: bgw <br />Date: 01-30-1996 Time: 11:42:23 <br />Pond 3 Drainage System, 100-Year, 24-Hour Precipitation Event <br />Storm: 3.40 inches, 100 year-24 hour, SCS Type TI <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 />- == (ft) <br />==~cz- ($) <br />-o=e (fps) <br />r-o--=v (hr) <br />==e =___ (hr) <br />tee= ~ (hr) <br />=o-=~=e~ <br />1 1 1 '1 _ <br />-a _ <br />_ <br />_ <br />Y 3 200.00 4.00 1.40 0.04 <br /> -b 6 63.00 4.00 3.00 0.01 0.045 <br />-- <br />1 -- <br />2 - <br />1 ---- <br />1 ----- <br />-a ----------- <br />3 ---------- <br />200.00 -------- <br />5.00 -------- <br />1.57 - -- - <br />0.04 <br /> -b 6 110.00 5.00 3.35 0.01 0.044 <br /> <br />1 2 1 2 -a 3 200.00 2.00 0.99 0.06 <br /> -b <br />- <br />-- 6 <br />--------- 116.00 <br />---------- 6.00 <br />-------- 3.67 <br />------- 0.01 <br />--------- 0.064 <br />------- <br />------------- <br />---- <br />1 - <br />1 ---- <br />2 - <br />- <br />-1 -- <br />6 98.70 32.00 8.49 0.00 <br /> <br />- ~ <br />--- <br />- <br />---- -2 <br />----- 6 <br />---------- 175.70 <br />--------- 14.00 <br />-------- 5.61 <br />------- 0.01 <br />--------- <br />------- 0.011 0.397 <br />------------- <br />- <br />1 - <br />2 - <br />1 ---- <br />3 ----- <br />-a ----------- <br />3 ---------- <br />94.00 -------- <br />32.00 ------- <br />3.96 -------- <br />0.01 ------- ------------ <br /> -b 3 30.00 14.00 2.62 0.00 <br /> -c 6 144.00 14.00 5.61 0.01 0.016 <br />- <br />2 -- <br />1 - <br />1 ---- <br />1 ----- <br />-a ----------- <br />3 -- --- -- <br />200.00 -- ---- <br />2.00 ------- <br />0.99 --------- <br />0.06 ------- ------------- <br /> <br />- -b <br />- <br />- 6 <br />-- <br />-- <br />--- 95.00 <br />---------- 2.00 <br />-------- 2.12 <br />------- 0.01 <br />--- <br />-- 0.068 <br />-- <br />-- <br />- <br />- <br />- <br />- <br />- <br />- <br />2 --- <br />1 - <br />1 - <br />-- <br />1 - <br />-- <br />-1 -- <br />- <br />- <br />6 <br />373.19 <br />37.00 <br />9.12 - <br />- <br />-- <br />0.01 - <br />- --- <br />--- <br />-- <br />- <br /> -2 8 88.63 12.00 10.39 0.00 0.013 0.423 <br /> <br />2 1 1 2 -a 3 125.00 32.00 3.96 0.01 <br /> -b 6 253.00 32.00 8.49 0.01 <br /> <br />-- <br />- <br />---- -c <br />----- 8 <br />---------- 194.00 <br />---------- 13.00 <br />-------- 10.82 <br />-------- 0.00 <br />-------- 0.022 <br />------- <br />------------- <br /> <br />3 -- <br />1 - <br />1 ---- <br />1 ----- <br />-a ---------- <br />3 ---------- <br />111.00 ------- <br />2.00 ------- <br />0.99 --------- <br />0.03 ------- <br />0.031 ------------- <br />3 1 1 1 -1 6 399.29 39.00 9.37 0.01 <br /> -2 8 280.06 2.00 4.24 0.02 0.029 0.404 <br />3 1 1 2 -a 3 200.00 28.00 3.70 0.01 <br />-b <br />------------- 6 <br />-------- 335.00 <br />------------ 28.00 <br />-------- 7.94 <br />------- 0.01 0.026 <br />-------------------------- <br />-------------- <br />3 <br />1 1 -a --------- <br />3 ------------ <br />200.00 -------- <br />4.00 ------- <br />1.40 --------------------------- <br />0.04 <br />~ <br />-b 6 189.00 4.00 3.00 0.02 0.057 <br />3 2 1 2 -a 5 30.00 6.00 2.45 0.00 <br />-b 8 300.00 5.00 6.71 0.01 0.015 <br />--------------- <br />3 2 1 3 -a -------- <br />3 -- -- - - <br />80.00 - -- -- <br />6.00 ------- <br />1.71 - ----------------------- - <br />0.01 <br />-b 8 260.00 5.00 6.71 0.01 0.023 <br /> ~, ..._.. ,oo~ <br />