BEACH PROFILES AND ON-OFFSHORE SEDIMENT TRANSPORT

Akira Watanabe; Yoshihiko Riho; Kiyoshi Horikawa

doi:10.9753/icce.v17.67

Núm. 17 (1980), Conference Proceedings

Núm. 17 (1980)

BEACH PROFILES AND ON-OFFSHORE SEDIMENT TRANSPORT

Conference Proceedings

Publicado 1980-01-29

Akira Watanabe⁺⁻
Yoshihiko Riho⁺⁻
Kiyoshi Horikawa⁺⁻

Akira Watanabe

Coastal Engineering Laboratory Department of Civil Engineering University of Tokyo

Yoshihiko Riho

Coastal Engineering Laboratory Department of Civil Engineering University of Tokyo

Kiyoshi Horikawa

Coastal Engineering Laboratory Department of Civil Engineering University of Tokyo

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beach profiles
crossshore transport
sediment transport

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BEACH PROFILES AND ON-OFFSHORE SEDIMENT TRANSPORT. (1980). Coastal Engineering Proceedings, 1(17), 67. https://doi.org/10.9753/icce.v17.67

Resumen

The on-offshore sediment transport due to waves on a sloping beach is studied by analyzing the laboratory test data on two-dimensional beach deformation. The net rates of sediment transport both inside and outside the breaker zone are evaluated from beach profile changes and are related to the nondimensional bottom shear stress or the Shields parameter. The importance of the critical shear stress and of asymmetrical to-and-fro water partical motion near the bottom is pointed out.

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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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BEACH PROFILES AND ON-OFFSHORE SEDIMENT TRANSPORT

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