Performance characteristics of horizontal interlaced multilayer moored floating pipe breakwater

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2007

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Abstract

The paper presents the results of model scale experiments for the study of wave attenuation by horizontal interlaced, multilayer, moored floating pipe breakwater. A review of some significant floating breakwater models proposed by earlier investigators is included. For a floating breakwater the transmission coefficient (K<inf>t</inf>) is influenced by relative width of the breakwater (W/L). Nondimensional graphs indicating the variation of K<inf>t</inf> with respect to W/L (with H<inf>i</inf>/L as a parameter for different H<inf>i</inf>/d values) and K<inf>t</inf> versus H<inf>i</inf>/L (for a range of d/L values from 0.09 to 0.24) have been plotted. Further variation of K<inf>t</inf> with relative depth d/L for different W/L values is also studied. From the experimental study and results obtained, it is found that the transmission coefficient decreases with an increase in relative breakwater width W/L and wave steepness H<inf>i</inf>/L for all H<inf>i</inf>/d values. In the present study it was observed that performance was better for breakwater configurations of W/L≥0.7 when compared with configurations of W/L<0.7. Further, the experimental results obtained were compared with the output of a mathematical model. From the comparison for H<inf>i</inf>/L=0.04, values of K<inf>t</inf> obtained from the present experiments were in agreement with those obtained from the mathematical model. © 2007 ASCE.

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Keywords

Floating breakwaters, Model studies, Performance characteristics, Scale models

Citation

Journal of Waterway, Port, Coastal and Ocean Engineering, 2007, Vol.133, 4, p.275 -285

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