A one-dimensional hydrostatic version of the XBeach model (Roelvink et al., 2009) is applied to hindcast swash morphodynamics measured during an accretive, and an erosive tide at Le Truc Vert beach (France) in early spring 2008 (Masselink et. al, 2009; Blenkinsopp et al., 2011). Swash hydrodynamics are solved by applying the nonlinear shallow water equations, and sediment transport rates are obtained from a combined intra-wave Nielsen and Bagnold type transport model. Reasonable predictions of morphological change in the swash were obtained. Nevertheless, the model underpredicts the water level setup and/or wave run-up during the accretive tide, which is hypothesized to be related to 2D-effects.Hydraulic EngineeringCivil Engineering and Geo...
The hydrodynamics and sediment transport in the swash zone is currently outside the domain of coasta...
A numerical model is presented to simulate the sediment transport and beach morphology in the swash ...
A high-accuracy numerical solution, coupling one-dimensional shallow water and bed-evolution equatio...
The swash zone is the part of the beach that reaches from the limit of wave run-up until the limit o...
A very common observation is the episodic erosion of beaches during storms and the slow recovery (ac...
In the present work, data for three single swash events are selected from those available for an acc...
Based on the one-dimensional nonlinear shallow water equations and the bed deformation equation, thi...
Process-based, wave-resolving models are essential tools to resolve the complex hydro-morphodynamics...
A critical review of conceptual and mathematical models developed in recent decades on sediment tran...
A critical review of conceptual and mathematical models developed in recent decades on sediment tran...
The mutual feedback between the swash zone and the surf zone is known to affect large-scale morphody...
A numerical model of sediment transport in the swash zone has been recently developed. The followed ...
The hydrodynamics and sediment transport in the swash zone is currently outside the domain of coasta...
In this paper we report on the development and performance of an engineering model, STRAND which has...
The coastal area is a busy area, many people live in these areas or use the coastal area for recreat...
The hydrodynamics and sediment transport in the swash zone is currently outside the domain of coasta...
A numerical model is presented to simulate the sediment transport and beach morphology in the swash ...
A high-accuracy numerical solution, coupling one-dimensional shallow water and bed-evolution equatio...
The swash zone is the part of the beach that reaches from the limit of wave run-up until the limit o...
A very common observation is the episodic erosion of beaches during storms and the slow recovery (ac...
In the present work, data for three single swash events are selected from those available for an acc...
Based on the one-dimensional nonlinear shallow water equations and the bed deformation equation, thi...
Process-based, wave-resolving models are essential tools to resolve the complex hydro-morphodynamics...
A critical review of conceptual and mathematical models developed in recent decades on sediment tran...
A critical review of conceptual and mathematical models developed in recent decades on sediment tran...
The mutual feedback between the swash zone and the surf zone is known to affect large-scale morphody...
A numerical model of sediment transport in the swash zone has been recently developed. The followed ...
The hydrodynamics and sediment transport in the swash zone is currently outside the domain of coasta...
In this paper we report on the development and performance of an engineering model, STRAND which has...
The coastal area is a busy area, many people live in these areas or use the coastal area for recreat...
The hydrodynamics and sediment transport in the swash zone is currently outside the domain of coasta...
A numerical model is presented to simulate the sediment transport and beach morphology in the swash ...
A high-accuracy numerical solution, coupling one-dimensional shallow water and bed-evolution equatio...