This paper illustrates the results of an experimental investigation (model-to-prototype length ratio equal to 12) carried out to reproduce the cross-shore evolution of nourished sandy beaches. New two-dimensional experiments were performed to study the short-term response of the cross-shore profile for both "soft" (unprotected) and "mixed" (protected by submerged breakwaters) beach fill projects. Due to the simplified reproduction of prototype conditions in a two-dimensional geometry, only cross-shore sediment transport is considered. The results are related to the immediate post-nourishment evolution and far from beach fill boundaries where long-shore gradients of long-shore sediment transport are likely to be negligible. Three different p...
This paper describes the use of a mobile beach physical model to explore short-term profile changes ...
A mechanistic understanding of beach environments needs to account for interactions of oceanic forci...
Deterministic and probabilistic Profile models have been compared with hydrodynamic and morphodynami...
Cross-shore sediment transport is an important phenomenon in coastal engineering, which mainly accou...
International audienceThe recent advances of numerical beach profile models allowed the simulation o...
The recent advances of numerical beach profile models allowed the simulation of on/offshore sandbar ...
The response of physical models of beach profiles to random breaking waves was studied to investigat...
This paper describes a physical model investigation conducted at the UK Coastal Research Facility in...
The beach topography change in the nearshore zone may be induced by natural phenomena such as wind, ...
ndonesia’s long coastal line may provide significant resource if managed properly. The coastal area ...
A new experimental campaign on a 2D movable-bed physical model, reproducing a typical nourishment sa...
Ozolcer, Ismail Hakki/0000-0002-8404-0522WOS: 000349854000001The response of physical models of beac...
An extended version of a numerical model introduced by Larson et al. (2013) to simulate long-term cr...
There are only a few detailed measurements of the cross-shore variation in the net sediment transpor...
Barriers and sandbars are ubiquitous natural coastal features, whose variability often determines ne...
This paper describes the use of a mobile beach physical model to explore short-term profile changes ...
A mechanistic understanding of beach environments needs to account for interactions of oceanic forci...
Deterministic and probabilistic Profile models have been compared with hydrodynamic and morphodynami...
Cross-shore sediment transport is an important phenomenon in coastal engineering, which mainly accou...
International audienceThe recent advances of numerical beach profile models allowed the simulation o...
The recent advances of numerical beach profile models allowed the simulation of on/offshore sandbar ...
The response of physical models of beach profiles to random breaking waves was studied to investigat...
This paper describes a physical model investigation conducted at the UK Coastal Research Facility in...
The beach topography change in the nearshore zone may be induced by natural phenomena such as wind, ...
ndonesia’s long coastal line may provide significant resource if managed properly. The coastal area ...
A new experimental campaign on a 2D movable-bed physical model, reproducing a typical nourishment sa...
Ozolcer, Ismail Hakki/0000-0002-8404-0522WOS: 000349854000001The response of physical models of beac...
An extended version of a numerical model introduced by Larson et al. (2013) to simulate long-term cr...
There are only a few detailed measurements of the cross-shore variation in the net sediment transpor...
Barriers and sandbars are ubiquitous natural coastal features, whose variability often determines ne...
This paper describes the use of a mobile beach physical model to explore short-term profile changes ...
A mechanistic understanding of beach environments needs to account for interactions of oceanic forci...
Deterministic and probabilistic Profile models have been compared with hydrodynamic and morphodynami...