A new technique for measuring dynamic pressures and pressure gradients within sediments is developed. The pressure is measured with a series of small diameter steel probes connected to pressure transducers via semi-rigid tubing. The dynamic response of the system was evaluated and found to be satisfactory for typical laboratory wave frequencies. Comparisons with measurements of the pressure gradients obtained from conventional transducers show good agreement. The present technique is demonstrated with pressure measurements at the toe of breakwaters and across the surf zone of model beaches
A new approach for the profiling of movable sediment beds in laboratory experiments is presented. It...
International audienceA bunker dating from the 2 nd world war that is presently on the beach due to ...
Within the framework of incompressible, homogeneous and inviscid flow modelling of water waves, the ...
International audienceWe report on new experiments designed to investigate bed destabilization proce...
International audienceExperiments were designed to address the role of horizontal pressure gradients...
International audienceThis paper presents the results of field experiments carried out around a bunk...
Field measurements of swash-induced hydraulic (pressure) gradients in the surface layers of a sand b...
Seismo-acoustic techniques are increasingly being used in civil engineering site investigations, not...
The use of acoustics to measure near-bed sediment transport processes has gained increasing acceptan...
Proceedings of the 11th International Coastal Symposium, Szczecin, PolandInternational audienceAs pa...
This study set out to investigate the shear stress behaviour at the bed under combined wave and curr...
This paper describes field measurements of near-surface hydraulic gradients within a sandy beach dur...
The heated-probe method of measuring sediment conductivity has been successfully adapted to making a...
This work comprises a preliminary investigation for observation of ocean bottom pressure and derivat...
The use of a pressure mapping system for measuring wave impact induced pressures is evaluated in thi...
A new approach for the profiling of movable sediment beds in laboratory experiments is presented. It...
International audienceA bunker dating from the 2 nd world war that is presently on the beach due to ...
Within the framework of incompressible, homogeneous and inviscid flow modelling of water waves, the ...
International audienceWe report on new experiments designed to investigate bed destabilization proce...
International audienceExperiments were designed to address the role of horizontal pressure gradients...
International audienceThis paper presents the results of field experiments carried out around a bunk...
Field measurements of swash-induced hydraulic (pressure) gradients in the surface layers of a sand b...
Seismo-acoustic techniques are increasingly being used in civil engineering site investigations, not...
The use of acoustics to measure near-bed sediment transport processes has gained increasing acceptan...
Proceedings of the 11th International Coastal Symposium, Szczecin, PolandInternational audienceAs pa...
This study set out to investigate the shear stress behaviour at the bed under combined wave and curr...
This paper describes field measurements of near-surface hydraulic gradients within a sandy beach dur...
The heated-probe method of measuring sediment conductivity has been successfully adapted to making a...
This work comprises a preliminary investigation for observation of ocean bottom pressure and derivat...
The use of a pressure mapping system for measuring wave impact induced pressures is evaluated in thi...
A new approach for the profiling of movable sediment beds in laboratory experiments is presented. It...
International audienceA bunker dating from the 2 nd world war that is presently on the beach due to ...
Within the framework of incompressible, homogeneous and inviscid flow modelling of water waves, the ...