TECHNICAL PAPERS
Apr 15, 2004

Modified Hunt’s Equation Incorporating Wave Setup

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 130, Issue 3

Abstract

Hunt’s equation provides a simple means of estimating the runup of breaking waves. However, breaking waves also induce setup on a slope. A modification to Hunt’s equation is advocated which accounts for the presence of wave setup. Support for the modification is provided by data from model tests involving random waves approaching smooth, impermeable slopes of 1:5, 1:10, 1:20, and 1:30. Coefficients to be used in the modified equation are given which allow the significant runup and other characteristic values to be estimated.

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References

Battjes, J. A. (1974). “Computation of set-up, longshore currents, run-up and overtopping due to wind-generated waves.” Communications on Hydraulics, Rep. No. 74-2, Dept. of Civil Engineering, Delft Univ. of Technology, Delft, The Netherlands.
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Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 130Issue 3May 2004
Pages: 109 - 113

History

Received: Jan 27, 2003
Accepted: Oct 20, 2003
Published online: Apr 15, 2004
Published in print: May 2004

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Authors

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T. S. Hedges
Senior Lecturer, Dept. of Civil Engineering, Univ. of Liverpool, Brownlow St., Liverpool L69 3GQ, UK.
H. Mase
Associate Professor, Disaster Prevention Research Institute, Kyoto Univ., Gokasho, Uji, Kyoto 611-0011, Japan.

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