Unstructured Finite-Volume Model of Sediment Scouring Due to Wave Impact on Vertical Seawalls

The numerical modeling of sediment transport under wave impact is challenging because of the complex nature of the triple wave–structure–sediment interaction. This study presents three-dimensional numerical modeling of sediment scouring due to non-breaking wave impact on a vertical seawall. The Navi...

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Veröffentlicht in:	Journal of marine science and engineering 2021-12, Vol.9 (12), p.1440
Hauptverfasser:	Uh Zapata, Miguel, Pham Van Bang, Damien, Nguyen, Kim Dan
Format:	Artikel
Sprache:	eng
Schlagworte:	3D numerical simulations Algorithms Breaking waves Breakwaters Computer applications Coordinate systems Coordinates Evolution Experiments Finite volume method Free surfaces Laboratories Mathematical models Modelling non-breaking waves Numerical analysis Numerical methods Scour Scouring Sea walls Sediment sediment scouring Sediment transport Sediment-water interface Sediments Soil erosion Surface water waves Surface waves Three dimensional models unstructured finite volume method Velocity Velocity distribution vertical seawall Viscosity Wave motion Waves wave–structure–sediment interactions
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