Use of the Colebrook-White equation in pipe network analysis programs. May 1976.

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Abstract
Computer execution times for subroutines using the colebrook-White equation for friction factor and its explicit approximations are compared with times for subroutines using the Hazen-Williams formula.
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Fietz, T. R.
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Publication Year
1976
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Report
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UNSW Faculty
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download WRL_Research_Report_145.pdf 4.31 MB Adobe Portable Document Format
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