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Appendix 5 <br /> SPREADSHEET FOR PIPE SIZE COMPUTATIONS <br /> file: pipesize.wq 1 <br /> NORMAL DEPTH PIPE FLOW USING MANNINGS EQUATION <br /> pipe : CMP <br /> n= 0.030 <br /> reach req'd slope diameter design <br /> Q(cfs) (ft/ft) (inches) Q(cfs) <br /> 8.0 0.071 18 12.2 <br /> L562 <br /> 8.0 0.300 18 25.0 <br /> 8.0 0.060 18 11.2 <br /> 14 0.060 24 24.1 <br /> 6.0 0.100 18 14.4 <br /> 6.0 0.038 18 8.9 <br />