Artículo de publicación ISIAn improved method is presented to determine the threshold boundary velocity required to entrain sediments under waves, using the non-dimensional group settling velocity of sediments ranging from very fine sand to granules (0.1-33 mm), together with a dimensionless boundary velocity. In combination with a more accurate method to calculate the actual boundary velocity under linear as well as non-linear waves, this allows sediment entrainment to be predicted from deep water up to the breaker zone.CONICYT-FONDAP 1509001
The flow and sediment transport in the boundary layer at the sea bottom due to the passage of surfac...
In the surf zone, the agitation of the bed materials by breaking waves is strong and the suspended s...
In this study, suspended sediment concentration and velocity in surf zones was measured in a small-s...
Artículo de publicación ISIAn improved method is presented to determine the threshold boundary veloc...
Many sediment entrainment equations for oscillatory waves are based on the linear (Airy) theory for ...
Many sediment entrainment equations for oscillatory waves are based on the linear (Airy) theory for ...
The present paper presents a rational expression for the initiation of motion for non-cohesive sedim...
The mechanism of the threshold of sediment motion under wave action has been investigated by examini...
A unified criterion is developed for three distinct modes of coastal sediment transport: incipient m...
For the general purposes of morphodynamic computations in coastal zones, simple formula-based models...
The critical condition for incipient sediment motion is formulated in this note based on the settlin...
This review paper aims to present a practical, integrated procedure for the prediction of sediment t...
This review paper aims to present a practical, integrated procedure for the prediction of sediment t...
The critical condition for incipient sediment motion is formulated in this note based on the settlin...
The flow and sediment transport in the boundary layer at the sea bottom due to the passage of surfac...
The flow and sediment transport in the boundary layer at the sea bottom due to the passage of surfac...
In the surf zone, the agitation of the bed materials by breaking waves is strong and the suspended s...
In this study, suspended sediment concentration and velocity in surf zones was measured in a small-s...
Artículo de publicación ISIAn improved method is presented to determine the threshold boundary veloc...
Many sediment entrainment equations for oscillatory waves are based on the linear (Airy) theory for ...
Many sediment entrainment equations for oscillatory waves are based on the linear (Airy) theory for ...
The present paper presents a rational expression for the initiation of motion for non-cohesive sedim...
The mechanism of the threshold of sediment motion under wave action has been investigated by examini...
A unified criterion is developed for three distinct modes of coastal sediment transport: incipient m...
For the general purposes of morphodynamic computations in coastal zones, simple formula-based models...
The critical condition for incipient sediment motion is formulated in this note based on the settlin...
This review paper aims to present a practical, integrated procedure for the prediction of sediment t...
This review paper aims to present a practical, integrated procedure for the prediction of sediment t...
The critical condition for incipient sediment motion is formulated in this note based on the settlin...
The flow and sediment transport in the boundary layer at the sea bottom due to the passage of surfac...
The flow and sediment transport in the boundary layer at the sea bottom due to the passage of surfac...
In the surf zone, the agitation of the bed materials by breaking waves is strong and the suspended s...
In this study, suspended sediment concentration and velocity in surf zones was measured in a small-s...