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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:\SEDCAD3\WELK\SAECSTP User: bgw <br />Date: 07-27-1994 Time: 11:20:22 <br />Water Tank SAE, cutslope, tank and pad <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 />-------------------------------------------- <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 />----- <br />----------- <br />--- <br />------- (ft) <br />---------- <br />---------- (~) <br />------- <br />--- (fps) <br />--------- <br />- (hr) <br />-------- <br />-------- (hr) <br />-------- <br />-------- (hr) <br />------------ <br />----- <br />----- <br />1 <br />-- 1 <br />-- 1 <br />-- 1 <br />--- -a <br />----- - <br />5 <br />----------- 2.00 <br />---------- ---- <br />50.00 <br />------- -------- <br />7.07 <br />--------- 0.00 <br />-------- 0.000 <br />-------- -- <br />-----------= <br />-- <br />1 <br />- -- <br />2 <br />-- -- <br />1 <br />-- ---- <br />1 <br />--- ----- <br />-a <br />------ ---------- <br />7 <br />- <br />-- <br />- <br />- ---------- <br />44.00 <br />---------- ------- <br />5.00 <br />- --------- <br />4.50 <br />-- -------- <br />0.00 <br />- -------- <br />0.002 ------------ <br /> <br />---- <br />- <br />1 <br />-- 2 <br />-- 1 <br />-- 1 <br />---- -1 <br />----- - <br />-- <br />-- <br />7 <br />---------- 12.00 <br />---------- ------ <br />0.50 <br />------- ------- <br />1.42 <br />--------- --- <br />---- <br />0.00 <br />-------- -------- <br />-------- -------- <br />0.002 0.227 <br />------------ <br />-- <br />1 <br />-- <br />-- -- <br />2 <br />-- <br />-- -- <br />1 <br />-- <br />-- ---- <br />2 <br />---- <br />---- ----- <br />-a <br />----- <br />----- ---------- <br />7 <br />---------- <br />---------- ---------- <br />12.00 <br />---------- <br />---------- ------- <br />0.50 <br />------- <br />------- --------- <br />1.42 <br />--------- <br />--------- -------- <br />0.00 <br />-------- <br />-------- -------- <br />0.002 <br />-------- <br />-------- ------------ <br /> <br />------------ <br />------------ <br /> <br />• <br />