Effect of nonuniform porosity in curved breakwater on water waves
DOI10.1017/S1446181124000221MaRDI QIDQ6656036
Gour Das, Sudeshna Banerjea, Dibakar Mondal, Anushree Samanta
Publication date: 31 December 2024
Published in: The ANZIAM Journal (Search for Journal in Brave)
collocation methodboundary element methodenergy dissipationGreen functionhypersingular integral equationreflection/transmission coefficientlinear wave scattering model
Hydrology, hydrography, oceanography (86A05) Flows in porous media; filtration; seepage (76S05) Water waves, gravity waves; dispersion and scattering, nonlinear interaction (76B15) Boundary element methods applied to problems in fluid mechanics (76M15)
Cites Work
- Title not available (Why is that?)
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- Hypersingular Integral Equation Formulation of the Problem of Water Wave Scattering by A Circular Arc Shaped Impermeable Barrier Submerged in Water of Finite Depth
- Oblique wave scattering by two thin non-uniform permeable vertical walls with unequal apertures in water of uniform finite depth
- Effect of thin vertical porous barrier with variable permeability on an obliquely incident wave train
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