Bed load transport due to non-linear wave motion

Research output: Chapter in Book/Report/Conference proceedingConference contribution

5 Citations (Scopus)

Abstract

The bed load transport rate due to wave motion is measured in a wave flume. The modified stream function theory of the author is applied to the formulation of the sediment transport rate in order to include the non-linearity. The proposed formula predicts well except near the surf zone where the effect of the acceleration plays an important role.

Original languageEnglish
Title of host publicationTwenty First Coastal Eng Conf
PublisherPubl by ASCE
Pages1803-1817
Number of pages15
ISBN (Print)0872626873
Publication statusPublished - 1988 Dec 1
EventTwenty-First Coastal Engineering Conference - Costa del Sol, Malaga, Spain
Duration: 1988 Jun 201988 Jun 25

Publication series

NameTwenty First Coastal Eng Conf

Other

OtherTwenty-First Coastal Engineering Conference
CityCosta del Sol, Malaga, Spain
Period88/6/2088/6/25

ASJC Scopus subject areas

  • Engineering(all)

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