1996
DOI: 10.1016/0029-8018(95)00024-0
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A second-order solution of waves passing porous structures

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Cited by 10 publications
(19 citation statements)
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“…The results of this study closely correlate with those of Lee and Lan [6], with the only discrepancy found in the linear reflection coefficient. Next, the proposed numerical model's accuracy is confirmed by reanalyzing the linear problem by the method of matched eigenfunction expansion, as used by Lee and Lan [6]. The analytical solutions, plotted in Figure 2, closely correlate with the BEM solutions.…”
Section: Numerical Results and Discussionsupporting
confidence: 91%
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“…The results of this study closely correlate with those of Lee and Lan [6], with the only discrepancy found in the linear reflection coefficient. Next, the proposed numerical model's accuracy is confirmed by reanalyzing the linear problem by the method of matched eigenfunction expansion, as used by Lee and Lan [6]. The analytical solutions, plotted in Figure 2, closely correlate with the BEM solutions.…”
Section: Numerical Results and Discussionsupporting
confidence: 91%
“…). This figure also compares numerical results in this study with points taken from analytical results of Lee and Lan [6]. The results of this study closely correlate with those of Lee and Lan [6], with the only discrepancy found in the linear reflection coefficient.…”
Section: Numerical Results and Discussionsupporting
confidence: 89%
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“…This can also be found in [27] for wave motion over a submerged bottom-standing rectangular porous bar. Moreover, it can be found in [28] for wave motion over a series of submerged bottom-standing rectangular poro-elastic bars.…”
Section: Analytical Solutionsmentioning
confidence: 69%
“…Using a velocity potential decomposition method (constructing artificial velocity potentials), Lee and Liu (1995) developed an analytical solution for wave motion over a submerged porous rectangular bar. No complex dispersion relations were needed in their solution.…”
Section: Introductionmentioning
confidence: 99%