SAND TRANSPORT RATE UNDER WAVE-CURRENT ACTION

Akira Watanabe; Masahiko Isobe

doi:10.9753/icce.v22.%p

Núm. 22 (1990), Conference Proceedings

Núm. 22 (1990)

SAND TRANSPORT RATE UNDER WAVE-CURRENT ACTION

Conference Proceedings

Publicado 1990-01-29

Akira Watanabe⁺⁻
Masahiko Isobe⁺⁻

Akira Watanabe

Dept. of Civil Eng., Univ. of Tokyo

Masahiko Isobe

Dept. of Civil Eng., Univ. of Tokyo

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transport rate
sediment transport

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SAND TRANSPORT RATE UNDER WAVE-CURRENT ACTION. (1990). Coastal Engineering Proceedings, 1(22). https://doi.org/10.9753/icce.v22.%p

Resumen

Laboratory experiments were conducted to obtain data on sand transport processes and transport rates under combined action of waves and currents using an oscillatory-steady flow tank. The sand transport processes were classified into seven types. Four kinds of non-dimensional flow power parameters were defined, and their linear relations with the non-dimensional net transport rates were found for all the transport types.

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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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SAND TRANSPORT RATE UNDER WAVE-CURRENT ACTION

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