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<br /> Civil Software Design -- SEDCAD+ Version 3.1 <br /> Copyright (C) 1987-1992. Pamela J. Schwab. All rig hts rese rved. <br /> Company Name: Greystone Development Consult ants <br /> Filename: C:\SCAD\DT\BASIN\D17B&C50 User: C.W . BEGEJ <br /> Date: 12-01-1993 Time: 23:37:41 <br /> DITCH D17B AND CULVERT C50 <br /> Storm: 2.90 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 />-- <br /> <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 />--- (ft) (~) (fps) (hr) <br />--------------------------------------------- <br />-- <br />---- <br />--- <br />--- <br />-- <br />-- <br />--- <br />--- (hr) <br />-------- <br />-------- (hr) <br />------------ <br />----- <br />--- <br />-- <br />1 1 1 - <br />--- <br />1 -a -- <br />- <br />-- <br />--- <br />--- <br />-------- <br />-- <br />-- <br />7 12.00 2.00 2.85 0.00 -- <br />-- <br /> <br />----- -b <br />--------- 8 420.00 5.70 7.16 0.02 <br />--------------------------------------------- 0.017 <br />-------- <br />------------ <br />----- <br />1 1 1 --------- <br />2 -a --------------------------------------------- <br />1 175.00 10.29 0.81 0.06 -------- ------------ <br /> -b 8 357.00 5.60 7.10 0.01 0.073 <br />----- <br />1 1 2 ---------- <br />1 -a ---------------------------------- --- ---- <br />7 12.00 2.00 2.85 0.00 -- <br /> <br />----- -b <br />---------- 8 170.00 4.35 6.26 0.01 <br />-------------------------------------------- 0.008 <br />-------- <br />------------ <br />----- <br />2 ---------- <br />2 -a -------------------------------------------- <br />3 170.00 35.29 4.16 0.01 -------- ------------ <br /> -b 8 180.00 4.35 6.26 0.01 0.019 <br />• <br />