WAVE OVERTOPPING OF VERTICAL STRUCTURES INCLUDING WIND EFFECT

Johannes P. de Waal; Patrick Tonjes; Jentsje W. van der Meer

doi:10.9753/icce.v25.%p

No. 25 (1996), Conference Proceedings

No. 25 (1996)

WAVE OVERTOPPING OF VERTICAL STRUCTURES INCLUDING WIND EFFECT

Conference Proceedings

https://doi.org/10.9753/icce.v25.%25p

Published 1996-01-29

Johannes P. de Waal⁺⁻
Patrick Tonjes⁺⁻
Jentsje W. van der Meer⁺⁻

Johannes P. de Waal

Rijkswaterstaat, Institute for Inland Water Management and Waste Water Treatment RIZA

Patrick Tonjes

Rijkswaterstaat, Road and Hydraulic Engineering Division

Jentsje W. van der Meer

Delft Hydraulics

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Keywords

wind waves
overtopping

How to Cite

de Waal, J. P., Tonjes, P., & van der Meer, J. W. (1996). WAVE OVERTOPPING OF VERTICAL STRUCTURES INCLUDING WIND EFFECT. Coastal Engineering Proceedings, 1(25). https://doi.org/10.9753/icce.v25.%p

Abstract

The influence of both wave breaking and wind on the wave overtopping discharge of vertical sea-walls were assessed. In a qualitative way the influences of wave breaking agreed with the trends as pointed out by Goda (1985). The influence of wind on overtopping appears to be only relevant in specific conditions related to wave breaking. Even in these conditions the influence appeared to be smaller than expected.

https://doi.org/10.9753/icce.v25.%25p

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WAVE OVERTOPPING OF VERTICAL STRUCTURES INCLUDING WIND EFFECT

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