Chapter
Dec 31, 2015
Long Period Wave and Suspended Sand Transport in the Surf Zone
Authors: Tomoya Shibayama, Akio Okayasu, and Mikio KashiwagiAuthor Affiliations
Publication: Coastal Engineering 1992
Abstract
The effect of long period wave to local sand transport rate in the surf zone is analyzed by laboratory and numerical experiments. In the laboratory experiment, surface profile, near-bottom velocity and suspended sand concentration are measured simultaneously and resultant net sand transport rate is measured by mass difference during the experimental runs. It appears that the net sand transport rate is determined by three driving forces which are undertow, long wave and short wave. In mild slope condition, the effect of long wave becomes large. In order to simulate this process, a new numerical model is formulated.
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Information
Published In
Coastal Engineering 1992
Pages: 2438 - 2449
Copyright
© 1993 American Society of Civil Engineers.
History
Published online: Dec 31, 2015
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ASCE Technical Topics:
- Coastal engineering
- Coastal processes
- Coasts, oceans, ports, and waterways engineering
- Fluid mechanics
- Geomechanics
- Geotechnical engineering
- Hydrologic engineering
- Hydrology
- Long waves
- Ocean waves
- River engineering
- Sand (hydraulic)
- Sand waves
- Sandy soils
- Sediment
- Sediment transport
- Shores
- Soil mechanics
- Soils (by type)
- Surf zones
- Water and water resources
- Water waves
- Waves (fluid mechanics)
Authors
Affiliations
Tomoya Shibayama
Associate Professor, Department of Civil Engineering, Yokohama National University, Hodogaya-ku, Yokohama 240, Japan
Akio Okayasu
Research Associate, Yokohama National University
Mikio Kashiwagi
Graduate Student, Yokohama National University
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