CROSS-SHORE TRANSPORT ON GRAVEL BEACHES

Betsy S. Hicks; Nobuhisa Kobayashi; Jack A. Puleo; Ali Farhadzadeh

doi:10.9753/icce.v32.sediment.43

No. 32 (2010), Sediment Transport and Morphology

No. 32 (2010)

CROSS-SHORE TRANSPORT ON GRAVEL BEACHES

Sediment Transport and Morphology

https://doi.org/10.9753/icce.v32.sediment.43

Published 2011-01-30

Betsy S. Hicks⁺⁻
Nobuhisa Kobayashi⁺⁻
Jack A. Puleo⁺⁻
Ali Farhadzadeh⁺⁻

Betsy S. Hicks

Center for Applied Coastal Research

Nobuhisa Kobayashi

Center for Applied Coastal Research

Jack A. Puleo

Center for Applied Coastal Research

Ali Farhadzadeh

Center for Applied Coastal Research

Proceedings of the 32nd International Conference

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Keywords

gravel beach
profile evolution
bed load
numerical model

How to Cite

Hicks, B. S., Kobayashi, N., Puleo, J. A., & Farhadzadeh, A. (2011). CROSS-SHORE TRANSPORT ON GRAVEL BEACHES. Coastal Engineering Proceedings, 1(32), sediment.43. https://doi.org/10.9753/icce.v32.sediment.43

Abstract

A numerical and experimental investigation of profile evolution was completed on a laboratory gravel beach. A total of four tests were completed on a gravel beach constructed in a small-scale wave flume, with different incident wave conditions and initial beach slopes. The tests allowed for an examination of erosional, accretional, and migratory bar conditions as well as how the differences affected the final quasi-equilibrium profiles. Profile evolution and hydrodynamic data were collected for comparison with the time- and depth- averaged numerical model CSHORE. The numerical formulations developed for damage progression on a stone armor layer were found to predict the profile evolution on the steeper test conditions but required modifications to the bedload formula to better predict the accretional and bar migration tests.

https://doi.org/10.9753/icce.v32.sediment.43

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References

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CROSS-SHORE TRANSPORT ON GRAVEL BEACHES

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