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: A:\DT\WF\PERMREV User: CWB <br />Date: OS-O5-1993 Time: 12:57:33 <br />PERMANENT CHANNEL THROUGH AREA 1 SOUTH TO POND 001 <br />Storm: 3.00 inches, 100 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 />--- <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 />1 1 1 1 -a 3 230.00 20.00 3.13 0.02 <br /> <br />---- <br />-- <br />---- -b <br />---- 6 <br />----------- 500.00 <br />---------- 4.50 <br />------- 3.18 <br />-------- 0.04 <br />--------- 0.064 <br />-------- <br />------------ <br />---- <br />1 1 -- <br />1 ---- <br />2 ---- <br />-a ----------- <br />3 ---------- <br />250.00 ------- <br />25.00 -------- <br />3.50 --------- <br />0.02 -------- ------------ <br /> <br />---- <br />-- <br />---- -b <br />---- 6 <br />----------- 850.00 <br />---------- 5.00 <br />------- 3.35 <br />-------- 0.07 <br />--------- 0.090 <br />-------- <br />------------ <br />---- <br />1 1 -- <br />2 ---- <br />1 ---- <br />-a ----------- <br />3 ---------- <br />350.00 ------- <br />22.00 -------- <br />3.28 --------- <br />0.03 -------- ------------ <br /> <br />---- <br />-- <br />---- -b <br />---- 6 <br />----------- 1050.00 <br />---------- 6.00 <br />------- 3.67 <br />--------- 0.08 <br />-------- 0.108 <br />-------- <br />------------ <br />---- <br />1 1 -- <br />3 ---- <br />1 ---- <br />-a ----------- <br />3 ---------- <br />1300.00 ------- <br />2.31 --------- <br />1.06 -------- <br />0.34 -------- ------------ <br /> -b 6 1750.00 2.86 2.54 0.19 0.531 <br />1 1 4 1 -a 3 70.00 42.86 4.58 0.00 <br /> -b 6 940.00 1.06 1.55 0.17 0.173 <br />• <br />