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Small Scale Field Experiment on Breaking Wave Pressure on Vertical Breakwaters

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DOI: 10.4236/ojms.2015.54033    2,881 Downloads   3,286 Views   Citations

ABSTRACT

A small scale field experiment (SSFE) was performed on vertical breakwaters in the surf zone. The following are some of the findings. Wind seas may yield breaking wave pressure notwithstanding some large deepwater wave steepness, and small elevation of the wall above the mean water level. Caisson breakwaters can withstand some exceptionally high impulsive force peaks (even twice the weight in still water); whereas, with the same sea state and weight, a breakwater composed of layers of solid concrete blocks is destroyed.

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Boccotti, P. , Fiamma, V. , Barbaro, G. and Collia, L. (2015) Small Scale Field Experiment on Breaking Wave Pressure on Vertical Breakwaters. Open Journal of Marine Science, 5, 412-421. doi: 10.4236/ojms.2015.54033.

Conflicts of Interest

The authors declare no conflicts of interest.

References

[1] Boccotti, P. (2015) Wave Mechanics and Wave Loads on Marine Structures. Elsevier, Amsterdam.
[2] Bagnold, R.A. (1939) Interim Report on Wave-Pressure Research. Journal of the Institution of Civil Engineers, 12, 202-226. http://dx.doi.org/10.1680/ijoti.1939.14539
[3] Goda, Y. (2000) Random Seas and Design of Maritime Structures. World Scientific, Singapore.
http://dx.doi.org/10.1142/3587
[4] Cuomo, G., Lupoi, G., Shimosako, K. and Takahashi, S. (2011) Dynamic Response of Composite Breakwaters under Breaking and Non-Breaking Wave Attack. Coastal Engineering, 58, 953-969.
http://dx.doi.org/10.1016/j.coastaleng.2011.03.008
[5] Boccotti, P. (2000) Wave Mechanics for Ocean Engineering. Elsevier, Amsterdam.
[6] Goda, Y. (1994) Dynamic Response of Upright Breakwaters to Impulsive Breaking Wave Forces. Coastal Engineering, 22, 135-158. http://dx.doi.org/10.1016/0378-3839(94)90051-5

  
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