During a storm, as the beach profile is impacted by increased wave forcing and rapidly
changing water levels, sand berms may help mitigate erosion of the backshore. However …

An analytical solution is developed for studying transient water wave-induced responses
inside an unsaturated poroelastic seabed of finite thickness. The soil skeleton and the pore …

Intense sediment transport experiments were performed in a gravity‐driven open‐channel
flow with two sizes of uniformly distributed nonspherical acrylic particles having median …

A new methodology capable of concurrently resolving free surface wave field, bottom
boundary layer, and sediment transport processes throughout the entire water column was …

Large scale laboratory measurements of sediment dynamics in the swash zone are
presented. Two bichromatic wave group conditions were generated, having the same …

We present a new methodology that is able to concurrently resolve free surface wavefield,
bottom boundary layer, and sediment transport processes throughout the entire water …

An experimental study is presented consisting of swash zone hydrodynamics, sediment
transport flux estimates, and bed changes under a single dam-break-driven swash event …

Sand transport processes and net transport rates are studied in a large-scale laboratory
swash zone. Bichromatic waves with a phase modulation were generated, producing two …

Horizontal and vertical pressure gradients may be important physical mechanisms
contributing to onshore sediment transport beneath steep, near‐breaking waves in the surf …

A large‐scale laboratory experiment was conducted to evaluate cross‐shore sediment
transport and bed response on a sandbar under erosive and accretive field‐scale wave …