The Plymouth Student Scientist
Document Type
Engineering, Computing and Mathematics Article
Abstract
To evaluate the performance of an additional rubble mound breakwater to the Dawlish Coastline sea wall defence, a number of 2-dimensional physical model tests were undertaken at the Plymouth University Coast Laboratory. The subsequent results of the tests are presented and analysed in this paper. The research found that the most significant influencing factors on overtopping were the significant wave height and the crest freeboard.
Publication Date
2018-12-01
Publication Title
The Plymouth Student Scientist
Volume
11
Issue
2
First Page
167
Last Page
191
ISSN
1754-2383
Deposit Date
May 2019
Embargo Period
2024-07-08
URI
http://hdl.handle.net/10026.1/14187
Creative Commons License
This work is licensed under a Creative Commons Attribution 4.0 International License.
Recommended Citation
Henson, Steffan
(2018)
"The reduction of wave overtopping by means of rubble mound revetment (at the Dawlish coastline),"
The Plymouth Student Scientist: Vol. 11:
Iss.
2, Article 7.
Available at:
https://pearl.plymouth.ac.uk/tpss/vol11/iss2/7
