TECHNICAL PAPERS
Dec 1, 2008

Bed-Shear Stress Characteristics of a Simple, Prismatic, Rectangular Channel

Publication: Journal of Engineering Mechanics
Volume 134, Issue 12

Abstract

This paper examines the use of data obtained from large eddy simulations in exploring the instantaneous characteristics of boundary shear stress. The probability density functions (PDF) of the shear stress are shown to be non-Gaussian, whereas the PDF of the shear force per unit length is found to be approximately Gaussian. Conditional sampling is used in order to provide an insight into the average behavior of an extreme shear stress event. Finally, proper orthogonal decomposition illustrates that the behavior of the shear stress is complex and cannot necessarily be attributed to a single major flow event.

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Acknowledgments

The writers are grateful to Professor Knight for providing access to the experimental data used in this paper and to the anonymous reviewers whose comments improved the paper.

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Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 134Issue 12December 2008
Pages: 1085 - 1094

History

Received: Sep 18, 2007
Accepted: May 8, 2008
Published online: Dec 1, 2008
Published in print: Dec 2008

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Notes

Note. Associate Editor: Brett F. Sanders

Authors

Affiliations

M. Sterling [email protected]
School of Civil Engineering, Univ. of Birmingham, Birmingham B15 2TT, U.K. (corresponding author). E-mail: [email protected]
F. Beaman
Dept. of Civil Engineering, Univ. of Nottingham, Nottingham NG7 2RD, U.K.
H. Morvan
Dept. of Mechanical, Materials and Manufacturing Engineering, Univ. of Nottingham, Nottingham, NG7 2RD, U.K.
N. Wright
Professor of Hydraulic Engineering and River Basin Development, UNESCO-IHE Foundation for Water Education, P.O. Box 3015, 2601 DA Delft, The Netherlands.

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