Chapter
Dec 31, 2015

Erosion around a Pile Due to Current and Breaking Waves

Publication: Coastal Engineering 1988

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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Go to Coastal Engineering 1988
Coastal Engineering 1988
Pages: 1368 - 1381

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Published online: Dec 31, 2015

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E. W. Bijker, M.ASCE
Professor of Coastal Engineering, Faculty of Civil Engineering, Delft University of Technology, Stevinweg 1, 2628 CN Delft, The Netherlands.
C. A. de Bruyn
Graduate Student, Faculty of Civil Engineering, Delft University of Technology, Stevinweg 1, 2628 CN Delft, The Netherlands.

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