SEDIMENT TRANSPORT IN SWASH ZONE UNDER OBLIQUELY INCIDENT WAVES

Toshiyuki Asano

doi:10.9753/icce.v25.%p

No. 25 (1996), Conference Proceedings

No. 25 (1996)

SEDIMENT TRANSPORT IN SWASH ZONE UNDER OBLIQUELY INCIDENT WAVES

Conference Proceedings

https://doi.org/10.9753/icce.v25.%25p

Published 1996-01-29

Toshiyuki Asano⁺⁻

Toshiyuki Asano

Dept. of Ocean Civil Engrg., Kagoshima Univ.

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Keywords

sediment transport
swash zone
oblique waves
incident waves

How to Cite

Asano, T. (1996). SEDIMENT TRANSPORT IN SWASH ZONE UNDER OBLIQUELY INCIDENT WAVES. Coastal Engineering Proceedings, 1(25). https://doi.org/10.9753/icce.v25.%p

Abstract

Time dependent calculations on two-dimensional sediment transport are carried out. The swash wave front is treated as a moving boundary which can reproduce non-vanishing sediment transport rate even for landward region of the still water shoreline. Meanwhile, experimental investigations on this subject are conducted by florescent sand tracer method. By comparing the present and existing experimental results with the numerical ones, the sediment transport mechanism in the swash zone is discussed.

https://doi.org/10.9753/icce.v25.%25p

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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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SEDIMENT TRANSPORT IN SWASH ZONE UNDER OBLIQUELY INCIDENT WAVES

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