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• • <br />Full Pipe <br />Worksheet <br />ondary Pipes <br />sect: CC6V (Section AI) <br />a: January 2008 <br />Dolezal 1.49 ~~// ~'~/ ~ = 9Pm <br />feet #: 1125 ~ -_ _ ~ /3 S72 n = Mannings Ccefl. <br />n A =Flow Area <br />R = Hyd. Radius <br />S = Pi Slo <br />(flIR): 0.25 <br />ngs "n": 0.012 <br />How <br />1~L <br />SMITH WILLIAMS CONSULTANTS. INC. <br />dMc <br />Inside Diamoter inches Ar6a fM2 d. Radius R ~ D cfs Us cma meterlhr <br />2.00 0.02 0.04 73 0.2 4.6 0.00 16.6 <br />4.00 0.09 0.08 464 1.D 29.3 0.03 105.4 <br />5.00 0.14 0.10 841 1.9 53.1 0.05 191.0 <br />6.00 0.20 0.13 1,368 3.0 86.3 0.09 310.6 <br />7.50 0.31 0.16 2,480 5.5 156.4 0.16 583.2 <br />8.00 0.35 0.17 2,946 6.6 185.8 0.19 668.9 <br />9.00 0.44 0.19 4,033 9.0 254.4 0.25 915.8 <br />10.00 0.55 0.21 5,341 11.9 336.9 0.34 1212.9 <br />12.00 0.79 0.25 8,684 19.4 547.8 0.55 1972.2 <br />14.00 1.07 0.29 13,100 29.2 826.4 0.83 2975.0 <br />15.00 1.23 0.31 15,746 35.1 993.3 0.99 3575.9 <br />16.00 1.40 0.33 18,703 41.7 1179.9 1.18 4247.5 <br />18.00 1.77 0.38 25,605 57.1 1615.2 1.62 5874.8 <br />20.00 2.18 0.42 33,911 75.6 2139.2 2.14 7701.2 <br />22.00 2.64 0.46 43,724 97.4 2758.3 2.76 9929.8 <br />HolizoMel Deflection <br />>hape Pipe Flow ~.......~ <br />Pipe Deflection (X): 0 <br />Vertical Deflection <br />tal Deflection (X): 0 <br />VeRieal xis Horizon Axis Perimrater " <br />Cicular PI Lb. inches In. In. Area Ft"2 full flow H .Radius - Q eh ' Q m <br />2.00 2.0 2.0 0.02 0.52 0.04 0.16 73.1 <br />4.00 4.0 4.0 0.09 1.05 0.08 1.03 463.9 <br />6.00 6.0 6.0 0.20 1.57 0.13 3.05 1367.7 <br />8.00 8.0 8.0 0.35 2.09 0.17 6.56 2945.6 <br />10.00 10.0 10.0 0.55 2.62 0.21 11.90 5340.7 <br />12.00 12.0 12.0 0.79 3.14 0.25 19.35 8684.5 <br />14.00 14.0 14.0 1.07 3.67 0.29 29.19 13099.9 <br />16.00 16.0 16.0 1.40 4.19 0.33 41.67 18703.1 <br />18.00 1 B.0 18.0 1.77 4.71 0.38 57.05 25604.8 <br />20.00 20.0 20.0 2.18 5.24 0.42 75.56 33911.0 <br />