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WAVE FORCE ON BREAKWATERS WITH CONCRETE BLOCK MOUN
Author(s) -
Masataro Hattori,
Keiji Inagaki,
Yoshihiko Noguchi,
Taiji Endo
Publication year - 1988
Publication title -
proceedings of conference on coastal engineering/proceedings of ... conference on coastal engineering
Language(s) - English
Resource type - Journals
eISSN - 2156-1028
pISSN - 0589-087X
DOI - 10.9753/icce.v21.159
Subject(s) - breakwater , block (permutation group theory) , geology , geotechnical engineering , mathematics , structural engineering , engineering , geometry
Analytical theory is derived for prediction of the wave force acting on a upright structure armored by concrete block mound of rectangular shape. The theoretical treatment starts from the linear long wave theory and the flow resistance in the mound is described by a linearized friction law. As a practical application of the theory, approximate method for the structure with sloping block mound is proposed. Experiments are conducted to verify the theory and approximate method.

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