Research Article
Numerical Simulation of Solitary Wave Induced Flow Motion around a Permeable Submerged Breakwater
Table 1
Numerical cases with different breakwater parameters.
| | Case no. | Porosity
() | Equivalent mean
diameter () | Permeability
() | Height
() | Width
() |
| | 0 | — | — | 3.0 m | 50.0 m | | 0.2 | 0.05 m | 1.5625 × 10−7 m2 | 3.0 m | 50.0 m | | 0.4 | 0.05 m | 2.2222 × 10−6 m2 | 3.0 m | 50.0 m | | 0.6 | 0.05 m | 1.6875 × 10−5 m2 | 3.0 m | 50.0 m | | 0.4 | 0.03 m | 8.0000 × 10−7 m2 | 3.0 m | 50.0 m | | 0.4 | 0.07 m | 4.3556 × 10−6 m2 | 3.0 m | 50.0 m | | 0.4 | 0.15 m | 2.0000 × 10−5 m2 | 3.0 m | 50.0 m | | 0.4 | 0.05 m | 2.2222 × 10−6 m2 | 2.0 m | 50.0 m | | 0.4 | 0.05 m | 2.2222 × 10−6 m2 | 4.0 m | 50.0 m | | 0.4 | 0.05 m | 2.2222 × 10−6 m2 | 3.0 m | 40.0 m | | 0.4 | 0.05 m | 2.2222 × 10−6 m2 | 3.0 m | 30.0 m |
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