TECHNICAL NOTES
Aug 24, 2009

Determination of Form Friction Factor

Publication: Journal of Hydrologic Engineering
Volume 15, Issue 3

Abstract

Friction factor plays a fundamental role in hydraulic analysis and design. In coarse-bed rivers friction factor depends on grain size and bed forms. Considering boundary-layer characteristics, this study first determines the total friction factor in gravel-bed rivers with bed forms. Then it determines the grain friction factor by the Keulegan and the Shields parameter methods and compares these methods. Finally it determines the form friction factor by subtracting the grain friction factor from the total friction factor. Field observations are employed to test the methods.

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Information & Authors

Information

Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 15Issue 3March 2010
Pages: 237 - 243

History

Received: Mar 3, 2009
Accepted: Aug 19, 2009
Published online: Aug 24, 2009
Published in print: Mar 2010

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Authors

Affiliations

Hossein Afzalimehr [email protected]
Associate Professor, Dept. of Water Engineering, Isfahan Univ. of Technology, Isfahan 84156, Iran. E-mail: [email protected]
Vijay P. Singh, F.ASCE [email protected]
Caroline and William N. Lehrer Distinguished Chair in Water Engineering, Professor of Biological and Agricultural Engineering and Professor of Civil and Environmental Engineering, Dept. of Biological and Agricultural Engineering, Texas A&M Univ., College Station, TX 77802-2117. E-mail: [email protected]
Elham Fazel Najafabadi [email protected]
Graduate Student, Dept. of Water Engineering, Isfahan Univ. of Technology, Isfahan 84156, Iran (corresponding author). E-mail: [email protected]

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