Keywords
breaking waves
pile erosion
current
pile erosion
current
How to Cite
Bijker, E., & de Bruyn, C. (1988). EROSION AROUND A PILE DUE TO CURRENT AND BREAKING WAVES. Coastal Engineering Proceedings, 1(21), 102. https://doi.org/10.9753/icce.v21.102
Abstract
Tests have been performed on a vertical pile subject to current only and to a combination of current with normal waves and current with breaking waves. The scour around the pile produced by current only is decreased by normal short waves superimposed upon that current and increased when breaking waves are superimposed upon the current. After analysis of the velocity profiles in the undisturbed area upstream of the pile and next to the pile, the following explanation is found for this phenomenon. When normal short waves are superimposed upon a current, the bottom shear stress of the combination of current with waves is increased more in the undisturbed area than next to the pile in the scour area. This results in a decrease of the scour around the pile. Due to the large values of the orbital velocity under breaking waves this effect is reversed for the combination of a current with breaking and relatively long waves. This results in an increase of the scour around the pile.
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