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- W2019901233 abstract "This paper presents the application of the depth-integrated non-hydrostatic finite element model, CCHE2D-NHWAVE (Wei and Jia, 2014), for simulating several types of coastal wave processes. Specifically, the model is applied to (1) predict the swash zone hydrodynamics involving wave bore propagation, (2) resolve wave propagation, breaking, and overtopping in fringing reef environments, (3) study the vegetation effect on wave height reduction through both submerged and emergent vegetation zones using the drag force term technique, and (4) simulate tsunami wave breaking in the nearshore zone and inundation in the coastal area. Satisfactory agreement between numerical results and benchmark data shows that the non-hydrostatic model is capable of modeling a wide range of coastal wave processes. Furthermore, thanks to its simple numerical formulation, the non-hydrostatic model also demonstrates a better computation efficiency when comparing with other numerical models." @default.
- W2019901233 created "2016-06-24" @default.
- W2019901233 creator A5029717819 @default.
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- W2019901233 date "2014-10-01" @default.
- W2019901233 modified "2023-10-16" @default.
- W2019901233 title "Non-hydrostatic finite element model for coastal wave processes" @default.
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- W2019901233 doi "https://doi.org/10.1016/j.coastaleng.2014.07.001" @default.
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