Discussion of “Effects of Irregular Wave Trains on Rubble-Mound Breakwaters”

1973 ◽  
Vol 99 (1) ◽  
pp. 134-135
Author(s):  
Jade Dattatri
1976 ◽  
Vol 1 (15) ◽  
pp. 157
Author(s):  
Yvon Ouellet ◽  
Pierre Eubanks

This paper describes the results of an experimental study on the effect of waves on rubble-mound breakwaters, wave transmission subsequent to wave overtopping, the stability of the three sides subjected to wave action and the effect of the breakwaters on waves. Two different rubble-mound breakwaters were tested, i. e. one with a rigid impermeable crest and the other with a flexible permeable crest. Tests were performed with both regular and irregular wave train systems. To obtain the simulated irregular wave trains, four theoretical spectra were chosen: Neumann, Bretschneider, Moskowitz, and Scott. Results obtained from tests with irregular wave trains were compared to those obtained from tests with regular wave trains. It was found that more information was obtained on the behaviour of the structure when it was submitted to the attack of irregular waves than when submitted to regular waves, and that the use of irregular wave trains gave more interesting results.


1972 ◽  
Vol 98 (1) ◽  
pp. 110-118
Author(s):  
Juan B. Font ◽  
Jade Dattatri ◽  
Per M. Bruun ◽  
Palmi Johannesson

2018 ◽  
Vol 26 (2) ◽  
pp. 15-23
Author(s):  
Rute Lemos ◽  
Maria Henriques ◽  
António Muralha ◽  
Ricardo Jónatas ◽  
Conceição Fortes ◽  
...  

AbstractThis paper focuses on a study of different methodologies for surveying two-dimensional scale models of rubble mound breakwaters.Tests were conducted in one of the LNEC’s irregular wave flumes and involved the use of four different methodologies using photogrammetric and 3D scanning techniques.This paper describes the materials and methods used during the experiments, as well as the results obtained.The data analysis contains the profiles and comparison of the meshes used in each of the techniques, in order to evaluate their application in scale model tests of rubble mound breakwaters. Also, the specific experimental conditions needed for using each of these techniques were investigated.


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