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Application of smoothed particle hydrodynamics in evaluating the performance of coastal retrofit structures

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Figure

Figure 1 – Schematic of computational domain and initial arrangement of particles
Figure 2 – (a) Schematic of experimental setup for the base case – vertical wall (b) experimental setup for reef (b)                                                                                        (c) breakwater retrofit (c) experimental setup for recurve wall retrofit
Table 1 – Nominal wave conditions at 1:50 scale used for experimental study (reported by Dong et al., 2018)
Figure 4 – Laboratory measurement of mean overtopping discharge on plain vertical wall
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