Colebrook-White formula for pipe flows

Journal of Hydraulic Engineering

Volumn 124, Issue 1, 1998, Pages 96-97

  Keady, Grant ^a  

^a UNIVERSITY OF WESTERN AUSTRALIA   (Australia)

Author keywords

[No Author keywords available]

Indexed keywords

EQUATIONS OF MOTION; FUNCTIONS; OPTIMIZATION;

COLEBROOK-WHITE (CW) LAW; FLOW RESISTANCE LAWS; LAMBERT W-FUNCTION;

PIPE FLOW;

FLOW RESISTANCE; FORMULA; PIPE FLOW; WATER SUPPLY;

EID: 0031921797     PISSN: 07339429     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9429(1998)124:1(96)     Document Type: Article

References (9)

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8. Keady, G. (1995). The Colebrook-White formula for pipe networks. Mathematics Dept. electronic report. University of Western Australia, http:/ /maths.uwa.edu.au/~keady/papers.html.
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