BED LOAD TRANSPORT DUE TO NON-LINEAR WAVE MOTION | Zendy

Hitoshi Tanaka | Zendy

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BED LOAD TRANSPORT DUE TO NON-LINEAR WAVE MOTION

Author(s) -

Hitoshi Tanaka

Publication year - 1988

Publication title -

coastal engineering proceedings

Language(s) - English

Resource type - Journals

eISSN - 2156-1028

pISSN - 0589-087X

DOI - 10.9753/icce.v21.133

Subject(s) - wave flume , flume , bed load , sediment transport , mechanics , acceleration , geology , geotechnical engineering , motion (physics) , linearity , sediment , physics , classical mechanics , wave propagation , geomorphology , breaking wave , optics , flow (mathematics) , quantum mechanics

The bed load transport rate due to wave motion is measured in a wave flume. The modified stream function theory of the author ( Tanaka (1988) ) 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.

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