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Gravity wave interaction with a wave attenuating system
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DOI：10.1016/j.apor.2020.102206.png)
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Abstract
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In the present study, gravity wave interaction with a wave attenuating system (WAS) comprised of a series of surface piercing thin vertical porous plates fixed on a fully submerged rigid pontoon is analyzed. For the wave past porous barriers, a quadratic pressure drop is considered to account for the energy dissipation due to changes in wave steepness. A numerical model based on iterative multi-domain boundary element method is developed under the assumption of a small amplitude water wave theory. The scattering coefficients (reflection and transmission) and wave force coefficients (horizontal, vertical and moments) are computed for different wave and structural parameters such as the number of plates, relative plate width, the relative depth of submergence, plate porosities, and relative wave steepness. The results demonstrate that with the creation of trap zones through multiple porous plates on a submerged rigid pontoon, it is possible to reduce wave transmission by 60-70%. For optimum performance across all water depths, it is suggested for the WAS to have 1 < B/h < 1.5 and h1/h < 0.3. Also, interestingly there is a 25-30% reduction in the vertical wave forces which reduces the load acting on the ancillary equipment. The WAS is found to perform well for porosity mu = 20%, above which the wave transmission increases gradually. The study results can be useful in the cost-effective design of this type of special wave barrier for a range of coastal engineering field applications.
Keywords:
Wave attenuating system
Thin porous barriers
Linear and nonlinear pressure drop
Multi-domain boundary element method
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