WAVE FORCE ON BREAKWATERS WITH CONCRETE BLOCK MOUN

Masataro Hattori; Keiji Inagaki; Yuuji Noguchi; Taiji Endo

doi:10.9753/icce.v21.159

No. 21 (1988), Conference Proceedings

No. 21 (1988)

WAVE FORCE ON BREAKWATERS WITH CONCRETE BLOCK MOUN

Conference Proceedings

https://doi.org/10.9753/icce.v21.159

Published 1988-01-29

Masataro Hattori⁺⁻
Keiji Inagaki⁺⁻
Yuuji Noguchi⁺⁻
Taiji Endo⁺⁻

Masataro Hattori

Department of Civil Engineering, Chuo University

Keiji Inagaki

Yokkaichi City, Mie Prefecture 510

Yuuji Noguchi

R&D Section, Hydraulic Laboratory, Nippon Tetrapod Co., Ltd.

Taiji Endo

Hydraulic Laboratory, Nippon Tetrapod Co., Ltd.

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Keywords

concrete block
block mount
breakwater
breakwater forces
wave force

How to Cite

Hattori, M., Inagaki, K., Noguchi, Y., & Endo, T. (1988). WAVE FORCE ON BREAKWATERS WITH CONCRETE BLOCK MOUN. Coastal Engineering Proceedings, 1(21), 159. https://doi.org/10.9753/icce.v21.159

Abstract

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.

https://doi.org/10.9753/icce.v21.159

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Authors retain copyright and grant the Proceedings right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this Proceedings.

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WAVE FORCE ON BREAKWATERS WITH CONCRETE BLOCK MOUN

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