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<br />• ~ <br />11 Pipe Flow Under Gravity Worksheet <br />ondary pipes <br />feet: CC3V (Section C) <br />~: January 2008 <br />Dolazal 1.49 y ~~ <br />ect tt: 1125 ~ _ _ ~ 7? S72 <br />n <br />(~)~ 0.27 <br />ngs "n": 0.012 <br />erPipe Flow <br />Q = 9Pm <br />n = Mannings Coefl. <br />A =Flow Area <br />R = Hyd. Radius <br />S = Pi a Slo <br />'~l~t~' <br />SMIIN W4UAM5 CONSULTANTS, INC. <br />a.uu 0.44 0.19 4,191 9.3 264.4 0.26 951.7 <br />10.00 0.55 0.21 5,550 12.4 350.1 0.35 1260.4 <br />12.00 0.79 0.25 9,025 20.1 569.3 057 ~nau a <br />i <br />Horizontal Deflection <br />ihape Plpe How ,.... '.....•~ <br />Pipe Deflection (%): 0 <br />Vertical Deflection <br />~I Datlectlon (%): 0 <br />Vertleal Axis orizontal Axis ~rimetar " <br />ClcularPi 1.0. Inches n. In. Area FM2 full flow d. Radius Q eh Q m <br />2.00 2.0 2.0 0.02 0.52 0.04 0.17 75.9 <br />4.00 4.0 4.0 0.09 1.05 0.08 1.07 482.1 <br />6.00 6.D 6.0 020 1.57 0.13 3.17 1421.4 <br />8.00 8.0 8.0 0.35 2.09 0.17 6.82 3061.1 <br />10.00 10.0 10.0 0.55 2.62 0.21 12.37 5550.2 <br />12.00 12.0 12.0 0.79 3.14 0.25 20.11 9025.2 <br />14.00 14.0 14.0 1.07 3.67 0.29 30.33 13613.9 <br />16.00 16.0 16.0 1.40 4.19 0.33 43.31 19436.9 <br />18.00 18.0 18.0 1.77 4.71 0.38 59.29 26609.3 <br />20.00 20.0 20.0 2.18 5.24 0.42 78.52 35241.4 <br />