Muhammad Daffa Satria Meidi Prakosa, Anderes Gui
2582 Syntax Idea, Vol. 6, No. 06, Juni 2024
rubble-mound breakwaters, armour units, low-crested structures, and artificial reefs. The
results showed that SPH can provide valuable insights into the behaviour of these structures
under different wave conditions and help to improve their design and performance. In
addition, the reviewed articles demonstrated the use of SPH for simulating tsunami run-up
and inundation, which can help to assess the vulnerability of coastal communities and develop
effective tsunami mitigation measures. SPH has also been used for modelling sediment
transport and assessing the impact of coastal protection structures on sediment dynamics.
Despite its advantages, SPH also has some limitations that need to be addressed. One of
the main challenges of SPH is the accurate modelling of fluid-structure interactions, which
requires a proper treatment of the boundary conditions and the coupling between the fluid and
structure domains. In addition, the computational cost of SPH simulations can be high, which
limits its applicability for large-scale problems.
Overall, the systematic literature review showed that SPH has a great potential for
optimizing coastal protection structures and assessing their performance under different wave
conditions. The reviewed articles demonstrated the versatility and accuracy of SPH for
simulating various hydrodynamic phenomena and optimizing different types of coastal
protection structures. Further research is needed to address the challenges and limitations of
SPH and to develop more efficient and accurate numerical models for coastal engineering
applications.
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