Research Article
Mar 1970
Computational Procedures for Flow Resistance Laws
Publication: Journal of the Hydraulics Division
Volume 96, Issue 3
Abstract
After stressing the essentially empirical nature of all fluid resistance laws for turbulent flow, it is demonstrated that the normal discharge is the only quantity which is always explicitly calculable in channel flow problems. It is therefore suggested that computer programs should not depend on a specific resistance law but should rather be designed to use any one of a number of normal discharge function subroutines which operate on a standard list of parameters. Other quantities implicitly defined in a flow resistance equation, such as depth, energy gradient or roughness, may then be found by iterating on the explicitly determinable normal discharge. The application of such routines is demonstrated with reference to shape effects and experimentally determined friction laws. Flow diagrams of the basic routines are given.
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Published In
Journal of the Hydraulics Division
Volume 96 • Issue 3 • March 1970
Pages: 665 - 679
Copyright
© 1970 American Society of Civil Engineers.
History
Published in print: Mar 1970
Published online: Feb 3, 2021
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Authors
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Alan A. Smith, M.ASCE
Assoc. Prof., Dept. of Civ. Engrg. and Engrg. Mech., McMaster Univ., Hamilton, Ontario, Canada
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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.