Chapter
May 18, 2016
Darcy-Weisbach versus Hazen-Williams: No Calm in West Palm
Publication: World Environmental and Water Resources Congress 2016
Abstract
Both the Darcy-Weisbach and Hazen-Williams equations are used by water professionals in the analysis of flows and pressures in water distribution systems. Using a debate format, this paper will examine the history and original underlying assumptions of both equations and then debate which equation is most appropriate under what conditions. In particular, the paper will examine the question: With the advent of modern computers, should the Hazen-Williams equation no longer be used in water distribution system analysis? The debate will provide both affirmative and negative positions.
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Published In
World Environmental and Water Resources Congress 2016
Pages: 455 - 464
Copyright
© 2016 American Society of Civil Engineers.
History
Published online: May 18, 2016
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Director, Kentucky Water Resources Research Institute, Univ. of Kentucky, 233 Mining and Minerals Resource Bldg., Lexington, KY 40506. E-mail: [email protected]
Senior Product Manager, Bentley Systems, 3 Brians Place, Nanticoke, PA 18634. E-mail: [email protected]
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.