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Civil Software Design -- SEDCAD+ Version 3.1 Copyright (C) 1987-1992. Pamela J. Schwab. All rights reserved. • Company Name: Greystone Development Consultants Filename: C:\SCAD\DT\RDARD#4 User: C.W. BEGEJ Date: 09-09-1993 Time: 13:52:22 RDA ACCESS RD BELOW WATERSHED 4, ABOVE CULVERT 39 Storm: 2.90 inches, 10 year-24 hour, SCS Type II Hydrograph Convolution Interval: 0.1 hr -------------------------------------------- -------------------------------------------- DETAILED SUBWATERSHED INPUT/OUTPUT TABLE Seg. Land Flow Segment Time Muskingum J B S SWS # Condition Distance Slope Velocity Time Conc. K X -- -- - - -- -- ---- ---- ----- ----- ----------- ----------- (ft) ---------- ---------- (~) ------- ------- (fps) --------- --------- (hr) -------- -------- (hr) -------- -------- (hr) ------------ ------------ 1 1 1 1 -a 1 200.00 50.00 1.79 0.03 -b 7 200.00 50.00 14.23 0.00 --- -c - - 8 ----- ---- 105.00 ----- 6.57 ---- 7.69 --- 0.00 --- - 0.038 -- - -- --- -- 1 -- - 1 - -- 1 -- - 1 ---- --- -1 ----- -- 8 ----------- --- -- 110.24 ---------- --- 6.57 ------- - ----- 7.69 --------- ---- 0.00 -------- ----- -------- ---- --- 0.003 0.409 ------------ -- 1 - 1 -- 1 ---- 2 ----- -a ----------- 7 ---------- 25.00 ------- 5.00 --------- 4.50 -------- 0.00 -------- ------------ -- -- - - -- -- ---- ---- -b ----- ----- 8 ----------- ----------- 110.00 ---------- ---------- 6.50 ------- ------- 7.65 --------- --------- 0.00 -------- -------- 0.005 -------- -------- ------------ ------------ • CJ PF-12