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SDP200700050 Calculations
c Complex channnel curb channel.txt Input: slope 0.0030 Flow (given) 0.860 line x y n 0 0.000 10.266 0.013 (first n value not used)1 3.500 10.100 0.013 2 3.500 10.000 0.013 3 8.500 10.250 0.013 output: Depth 0.222 Y) C 10.222) channel bed segment output: line Q V A P 1 0.15 0.97 0.16 2.57 2 0.00 0.00 0.00 0.10 3 0.71 1.44 0.49 4.44 Thu Oct 01 15:51:57 EDT 2009 Page 1 ChannelFlow printout curb.txt Project title: IDF file or const: row references are given in brackets] Qcia A(acres)C CA CA CA SUmCA qc 0.24 0.90 0.22 0.00 0.00 0.22 Curb Qb(cfs)Qc(cfs)Qt(cfs)S n Sx T(ft)c 0.00 0.86 0.86 0.0033 0.015 0.0500 4.63 computation Date: Wed Sep 30 17:47:58 EDT 2009 tc(min) i(in /hr) Q(cfs) 0.00 4.00 0.86 d(in) w(ft) W/T Sw Sw /Sx Eo lw(ft)2.78 0.00 0.00 0.0500 1.000 0.00 10.00 Page 1