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Dec 9, 2010

Evaluation of Flow Resistance in Smooth Rectangular Open Channels with Modified Prandtl Friction Law

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Publication: Journal of Hydraulic Engineering
Volume 137, Issue 4

Abstract

Flow resistance in open channels is usually estimated by applying the approach that is developed originally for pipe flows. Such estimates may be useful for engineering applications but always differ from measurements to some extent. This paper first summarizes empirical approaches that have been proposed in the literature to reconcile the resistance difference. These include various modifications of the pipe friction for applications to rectangular ducts and open channel flows. An improved friction equation is then derived for evaluating flow resistance of smooth rectangular open channels. Comparisons are made with experimental data reported by previous researchers and those collected in the present study. It is shown that the new proposed equation is applicable for both narrow and wide channels and is more accurate than those available in the literature.

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References

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 137Issue 4April 2011
Pages: 441 - 450

History

Received: Jan 8, 2010
Accepted: Aug 18, 2010
Published online: Dec 9, 2010
Published in print: Apr 1, 2011

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Authors

Affiliations

Nian-Sheng Cheng [email protected]
Associate Professor, School of Civil and Environmental Engineering, Nanyang Technological Univ., Nanyang Ave., Singapore 639798. E-mail: [email protected]
Hoai Thanh Nguyen
Research Student, School of Civil and Environmental Engineering, Nanyang Technological Univ., Nanyang Ave., Singapore 639798.
Kuifeng Zhao
Project Officer, DHI-NTU Water and Environment Research Centre and Education Hub, Nanyang Technological Univ., Nanyang Ave., Singapore 639798.
Xiaonan Tang [email protected]
Research Fellow, The Univ. of Birmingham, Edgbaston, Birmingham, B15 2TT, UK. E-mail: [email protected]

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