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A platform for research: civil engineering, architecture and urbanism
Directional Wave Transformation Induced by a Cylindrical Permeable Pile
This paper presents an analytical solution for the evaluation of linear wave interaction with a porous pile. The extension to the cases of unidirectional and multidirectional waves is obtained by means of a transfer function. The results show a clear reduction in wave heights when a permeable, rather than impermeable, structure is used. It is also seen that irregular waves generate smoother variations in the wave field than those predicted by the regular wave model.
Directional Wave Transformation Induced by a Cylindrical Permeable Pile
This paper presents an analytical solution for the evaluation of linear wave interaction with a porous pile. The extension to the cases of unidirectional and multidirectional waves is obtained by means of a transfer function. The results show a clear reduction in wave heights when a permeable, rather than impermeable, structure is used. It is also seen that irregular waves generate smoother variations in the wave field than those predicted by the regular wave model.
Directional Wave Transformation Induced by a Cylindrical Permeable Pile
Govaere, Georges (author) / Silva, Rodolfo (author)
Fourth International Symposium on Ocean Wave Measurement and Analysis ; 2001 ; San Francisco, California, United States
Ocean Wave Measurement and Analysis (2001) ; 1763-1772
2002-03-29
Conference paper
Electronic Resource
English
Piles , Measurement , Lakes , Water waves , Ocean waves , Porous media
| British Library Conference Proceedings | 1997
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| ASCE | 1997
| British Library Online Contents | 1996