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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:\SCAD\DT\BYRON\RIVPOND User: bgw <br />Date: 10-26-1993 Time: 10:55:58 <br />~ RIVER POND, 25-YEAR 24-HOUR DISCHARGE THRU EMERGENCY SPILLWAY <br />Storm: 3.40 inches, 25 year-24 hour, SCS Type II <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 />---------- <br />---------- (~) <br />------- <br />------- (fps) <br />-------- <br />-------- (hr) <br />--------- <br />--------- (hr) <br />-------- <br />-------- (hr) <br />------------ <br />------------ <br />---- <br />1 1 - <br />1 ---- <br />1 -- <br />-a <br />- 3 <br />----------- 40.00 <br />------- 40.00 <br />- 4.43 0.00 <br />- 0.002 <br />-- <br />- <br />- <br />------ <br />--- <br />---- <br />1 1 - <br />1 ---- <br />1 ---- <br />-1 3 --- <br />43.08 ------ <br />40.00 -------- <br />4.43 -------- <br />0.00 -- <br />- <br />- -- <br />- <br /> -2 6 251.15 9.60 4.65 0.01 <br /> <br />---- <br />- <br />---- -3 <br />----- 6 <br />----------- 41.76 <br />---------- 30.00 <br />------- 8.22 <br />-------- 0.00 <br />--------- <br />-------- 0.018 0.374 <br />------------ <br />---- <br />1 1 - <br />1 ---- <br />2 ----- <br />-a <br />- ----------- <br />3 <br />---------- ---------- <br />250.00 <br />----- ------- <br />9.60 <br />- -------- <br />2.17 --------- <br />0.03 <br />---- -------- <br />0.032 <br />-------- ------------ <br /> <br />------------ <br />---- <br />1 1 - <br />1 ---- <br />2 ---- <br />-1 - <br />3 ----- <br />251.15 - <br />----- <br />9.60 -------- <br />2.17 ----- <br />0.03 <br /> -2 6 41.76 30.00 8.22 0.00 0.033 0.319 <br />~ 3 40 <br />00 30 <br />00 3 <br />83 0 <br />00 0 <br />002 <br />---- 1 <br />- 3 <br />---- -a <br />----- ----------- . <br />---------- . <br />------- . <br />-------- . <br />--------- . <br />-------- ------------ <br />---- <br />1 2 - <br />1 ---- <br />1 ----- <br />-a ----------- <br />3 ---------- <br />20.00 ------- <br />30.00 -------- <br />3.83 --------- <br />0.00 -------- <br />0.001 ------------ <br />r1 <br />