Threshold of motion of coarse particles under regular shoaling waves is studied. Experiments were performed to investigate the effects of bed fluid acceleration on coarse particle stability. By varying wave height, wave period and water depth combinations of similar peak orbital velocities and weak to strong intra-wave accelerations were created. Qualitatively we found that initiation of motion occurs at or is very close to the maximum shear stress due to the combined effects of drag/lift and acceleration as introduced by Nielsen and Callaghan (2003). However, quantitatively their formulation does not lead to convincing discrimination between motion and no motion. We expect this to be due to the assumption that the coefficients for drag/lif...
Tidal bores are sudden discontinuities in water depth, and can be classified as undular and breaking...
This paper is concerned with the initial movement of sediment particles on horizontal bottoms under ...
We investigate the vertical, wave averaged distributions of shear stresses and Eulerian flow in norm...
Threshold of motion of coarse particles under regular shoaling waves is studied. Experiments were pe...
Threshold of motion of coarse particles under regular shoaling waves is studied. Experiments were pe...
The threshold of motion of coarse particles under regular shoaling waves is studied. Experiments are...
Incipient motion of coarse particles under regular shoaling waves is examined. Experiments are perfo...
The mechanism of the threshold of sediment motion under wave action has been investigated by examini...
[1] Incipient motion of particles on a river bed can, in principle, be understood and predicted from...
An empirical relationship is presented for the incipient motion of bottom material under solitary wa...
The problem of determining the threshold of motion of a sediment particle resting on the bed of an o...
This study presents experimental data on the hydrodynamic features of a nonlinear solitary wave of h...
Many methods and equations have been developed to predict bed load transport rates, most of which us...
The present paper presents a rational expression for the initiation of motion for non-cohesive sedim...
S OIL particles move in response to the dynamic forces generated by fluid flow. A wind strong enough...
Tidal bores are sudden discontinuities in water depth, and can be classified as undular and breaking...
This paper is concerned with the initial movement of sediment particles on horizontal bottoms under ...
We investigate the vertical, wave averaged distributions of shear stresses and Eulerian flow in norm...
Threshold of motion of coarse particles under regular shoaling waves is studied. Experiments were pe...
Threshold of motion of coarse particles under regular shoaling waves is studied. Experiments were pe...
The threshold of motion of coarse particles under regular shoaling waves is studied. Experiments are...
Incipient motion of coarse particles under regular shoaling waves is examined. Experiments are perfo...
The mechanism of the threshold of sediment motion under wave action has been investigated by examini...
[1] Incipient motion of particles on a river bed can, in principle, be understood and predicted from...
An empirical relationship is presented for the incipient motion of bottom material under solitary wa...
The problem of determining the threshold of motion of a sediment particle resting on the bed of an o...
This study presents experimental data on the hydrodynamic features of a nonlinear solitary wave of h...
Many methods and equations have been developed to predict bed load transport rates, most of which us...
The present paper presents a rational expression for the initiation of motion for non-cohesive sedim...
S OIL particles move in response to the dynamic forces generated by fluid flow. A wind strong enough...
Tidal bores are sudden discontinuities in water depth, and can be classified as undular and breaking...
This paper is concerned with the initial movement of sediment particles on horizontal bottoms under ...
We investigate the vertical, wave averaged distributions of shear stresses and Eulerian flow in norm...