ROUNDHEAD STABILITY OF BERM BREAKWATERS

Jorgen Juhl; Amir Alikhani; Peter Sloth; Renata Archetti

doi:10.9753/icce.v25.%p

No. 25 (1996), Conference Proceedings

No. 25 (1996)

ROUNDHEAD STABILITY OF BERM BREAKWATERS

Conference Proceedings

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

Published 1996-01-29

Jorgen Juhl⁺⁻
Amir Alikhani⁺⁻
Peter Sloth⁺⁻
Renata Archetti⁺⁻

Jorgen Juhl

Danish Hydraulic Institute

Amir Alikhani

Aalborg University

Peter Sloth

Danish Hydraulic Institute

Renata Archetti

University of Bologna

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Keywords

berm breakwater
breakwater
breakwater stability
breakwater head

How to Cite

Juhl, J., Alikhani, A., Sloth, P., & Archetti, R. (1996). ROUNDHEAD STABILITY OF BERM BREAKWATERS. Coastal Engineering Proceedings, 1(25). https://doi.org/10.9753/icce.v25.%p

Abstract

Three-dimensional (3D) model tests were carried out for studying the stability of a berm breakwater roundhead and the adjacent trunk section. The present paper describes the influence of the wave incidence angle and wave steepness on the roundhead stability. The test results are described in terms of profile development, recession of the berm, eroded and deposited volumes and the transport of stones during reshaping. Results from analysis of the influence of wave obliquity on profile shape, initiation of longshore transport and longshore transport rate at the trunk section are presented in Alikhani et al (1996).

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

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ROUNDHEAD STABILITY OF BERM BREAKWATERS

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