TECHNICAL NOTES
Jun 1, 1998

Scale Effect in Pier-Scour Experiments

Publication: Journal of Hydraulic Engineering
Volume 124, Issue 6

Abstract

Presented here are the results of an enquiry into the effects of pier width on local scour depth. The results show that scour depth does not scale linearly with pier width unless there is more-or-less complete geometric similitude of pier, flow, and loose-bed particles—a condition that is rare. Geometric similitude is an important prerequisite to dynamic similitude in replicating local energy gradients for flow around piers. The implications for laboratory experiments on local scour and for design estimation of scour depth are discussed.

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References

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Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 124Issue 6June 1998
Pages: 639 - 642

History

Published online: Jun 1, 1998
Published in print: Jun 1998

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Authors

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Robert Ettema
Prof., Iowa Inst. of Hydr. Res., Dept. of Civ. and Envir. Engrg., Univ. of Iowa, Iowa City, IA 52242-1585.
Bruce W. Melville
Assoc. Prof., Dept. of Civ. and Resources Engrg., Auckland Univ., Auckland, New Zealand.
Brian Barkdoll
Res. Asst., Iowa Inst. of Hydr. Res., Dept. of Civ. and Envir. Engrg., Univ. of Iowa, Iowa City, IA.

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