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N - (-I ~ ' p/ (a +- : GREINER ENGINEERING tv I fie<: '. ~'eo.i", t' e 't' ~ QANY JIIl:::::*:::::::*************************************************************** * POINT # X Y N POINT # X Y N * 1FT) 1FT) 1FT) (FT) ******************************************************************************** 1 0.00 30.00 0.05 16 0.00 0.00 0.00 2 850.00 10.00 0.05 17 0.00 0.00 0.00 3 950.00 0.00 0.04 18 0.00 0,00 0.00 4 1200.00 0.00 0.04 19 0,00 0.00 0.00 5 3550.00 10.00 0.05 20 0.00 0,00 0.00 6 4350.00 30.00 0.05 21 0.00 0.00 0.00 7 0.00 0.00 0.00 22 0.00 0.00 0.00 8 0.00 0.00 0.00 23 0.00 0.00 0.00 9 0.00 0.00 0.00 24 0.00 0,00 0.00 10 0.00 0.00 0.00 25 0,00 0.00 0.00 11 0.00 0.00 0.00 26 0.00 0.00 0.00 12 0.00 0.00 0.00 2/ 0,00 0.00 0.00 13 0.00 0.00 0.00 28 0.00 0.00 0.00 14 0.00 0.00 0.00 29 0,00 0.00 0.00 15 0.00 0.00 0.00 30 0.00 0.00 0.00 DEPTH = 4.67 SLOPE = .0008 AREA = 3839.091 WETTED PERIMETER = 1394.393 MANNING NUMBER In) = 3.560779E-02 ~8901.762 V = 2.318716 uEPTH = 6 SLOPE = .0008 AREA = 5910 WETTED PERIMETER = 1720.312 MANNING NUMBER In) 3.563272E-02 Q = 15871.67 V = 2.685561 DEPTH = 6.5 SLOPE = .0008 AREA = 6800.625 WETTED PERIMETER = 1842.838 MANNING NUMBER In) 3.563981E-02 Q = 19152.19 V = 2.81624 DEPTH = 6.5 SLOPE = .0008 AREA = 6800.625 WETTED PERIMETER = 1842.838 MANNING NUMBER In) .0354028 Q = 19280.41 V = 2.835094 DEPTH = 6.6 SLOPE = .0008 AREA = 6986.1 WETTED PERIMETER = 1867.343 MANNING NUMBER (n) = 3.540362E-02 Q = 19987.48 V = 2.861036 DEPTH = 6.59 SLOPE = .0008 AREA = 6967.442 WETTED PERIMETER = 1864.893 MANNING NUMBER In) 3.540354E-02 Q = 19916.06 V = 2.858447 DEPTH(~-/;.5~SLOPE = .0008 AREA = 6948.81 WETTED~RrMETER = 1862.442 MANNING NUMBER In) 3.540346E-02 Q = 19844.81 V = 2.855858 -~PTH = 6.3 SLOPE = .0008 AREA = 6437.025 ~ED PERIMETER = 1793.828 MANNING NUMBER In) ~17913.02 V = 2.78281 = 3.540108E-02 DEPTH = 6.4 SLOPE = .0008 AREA = 6617.6 WETTED PERIMETER = 1818.333 MANNING NUMBER In) 3,540196E-02