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.
Use of the Colebrook-White equation in pipe network analysis programs. May 1976.
Use of the Colebrook-White equation in pipe network analysis programs. May 1976.
Author(s)
Fietz, T. R.
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Publication Year
1976
Resource Type
Report
Degree Type
UNSW Faculty
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4.31 MB | Adobe Portable Document Format |