# Diffraction of Water Waves by Porous Breakwaters

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### Cites background or methods or result from "Diffraction of Water Waves by Porou..."

...The method consists of the present experimental formula and the formula of Yu [1995] for calculating G with f and s....

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...In addition, some researchers [Losada et al., 1993; Yu, 1995; Isaacson et al., 1998, 1999; Zhu and Chwang, 2001b] have offered some values off and s in their comparisons between numerical results and experimental data....

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...In practices, there are two main forms of vertical permeable structures: (1) single or several ver"'" tical permeable plates [Yu, 1995; Isaacson et al., 1998, 1999; Mciver, 1999; Twu and Liu, 2004], (2) a solid back wall with single or several vertical permeable plates in front [Jarlan, 1961; Kondo, 1979; Tanimoto and Yoshimoto, 1982; Zhu and Chwang, 2001a]....

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...In addition, some researchers [Losada et al., 1993; Yu, 1995; Isaacson et al., 1998, 1999; Zhu and Chwang, 2001b] have offered some values of f and s in their comparisons between numerical results and experimental data....

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...But f tends to be a constant value 2.0 as the rubble structure [Yu, 1995] when b/d ≥ 0.1, where it may not be much appropriate employing the thin plate hypothesis....

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### "Diffraction of Water Waves by Porou..." refers background in this paper

...Since the outer solution (38) is essentially independent on y, the inner solution, if obtained, is then also the uniform solution (Bender and Orszag 1978) and can, therefore, be used to represent the wave field around the semi-infinite porous wall....

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