Laserfiche WebLink
Civil Software Design -- SEDCAD+ Version 3.1 <br />Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. <br />• Company Name: GOLDER ASSOCIATES INC. <br />Filename: D:\MTNCOAL\#3REVISE User: WDP <br />Date: 06-02-1998 Time: 18:10:53 <br />#3 Intake Shafte As-Built Hydrology <br />Storm: 1.90 inches, 10 year-24 hour, SCS Type II <br />Hydrograph Convolution Interval: 0.1 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 />-- <br />----- <br />---- <br />----------- (ft) <br />---------- (%) <br />------- (fps) <br />--------- (hr) <br />-------- (hr) <br />-------- (hr) <br />------------ <br />-- <br />1 - <br />1 -- <br />1 ----- <br />1 ---- <br />-a ----------- <br />3. ---------- <br />150.00 ------- <br />50.00 --------- <br />4.95 -------- <br />0.01 -------- ------------ <br /> -b 9 350.00 50.00 63.64 0.00 <br /> <br />-- <br />- <br />-- <br />----- -c <br />---- 8 <br />------- <br />--- 300.00 <br />---------- 7.00 <br />------- 7.94 <br />--------- 0.01 <br />-------- 0.020 <br />-------- <br />------------ <br />-- <br />2 - <br />1 -- <br />1 ----- <br />1 ---- <br />-a - <br />----------- <br />3 ---------- <br />100.00 ------- <br />30.00 --------- <br />3.83 -------- <br />0.01 -------- ------------ <br /> <br />-- <br />- <br />-- <br />----- -b <br />---- 9 <br />--- <br />------- 350.00 <br />---------- 8.00 <br />------- 25.46 <br />--------- 0.00 <br />-------- 0.011 <br />-------- <br />------------ <br />-- <br />2 - <br />2 -- <br />1 ----- <br />1 ---- <br />-a - <br />----------- <br />3 ---------- <br />300.00 ------- <br />25.00 --- <br />3.50 ------- <br />0.02 -------- ------------ <br /> <br />-- <br />-- <br />- <br />- <br />-- <br />-- <br />----- <br />----- -b <br />---- <br />----- 9 <br />----------- <br />---------- 250.00 <br />---------- <br />---------- 2.00 <br />------- <br />------- 12.73 <br />--------- <br />--------- 0.01 <br />-------- <br />-------- 0.029 <br />-------- <br />-------- <br />------------ <br />------------ <br />• <br />CJ <br />