Wave interaction with permeable coastal structures: Proefschrift

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Abstract

Wave interaction with permeable coastal structures is studied and discussed in this thesis. Physical processes involved in the hydraulic and structural response of coastal structures under wave attack are examined and predictive numerical models for wave interaction with permeable coastal structures are developed. Special attention is given to berm breakwaters. This relatively new type of rubble-mound structure reshapes under heavy storm conditions by redistributing the stones in the seaward profile. The reshaping of such dynamic structures is modelled numerically. -from Author

Original languageEnglish
Number of pages189
JournalCommunications on Hydraulic & Geotechnical Engineering
Volume95-5
Publication statusPublished - 1995

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