International audienceThe erosion of fine-grained cohesive sediments is a ubiquitous phenomenon in marine and estuarine environments. Critical shear stress and erosion rates are predominant variables in transport mechanics. This study presents a comparison between in situ and laboratory measurements of sediment erodibility. The main goal was to assess the reliability of critical shear stress of erosion determined in a laboratory flume. The laboratory experiment allowed us to define the erodibility of sediments sampled at a reference station in the Gulf of Fos. This site is frequently influenced by Rhone river inflows. Two different values of critical shear stress of erosion were determined, the lowest (T-c1 = 0.02 +/- 0.002 N m(-2)) related...
Sediment properties were studied experimentally using a laboratory flume and sediments sampled from ...
Measurements of intertidal mudflat erosion thresholds from in situ and laboratory erosion devices we...
Numerical models of fine sediment transport depend on different approaches to parameterize the erosi...
International audienceThe erosion of fine-grained cohesive sediments is a ubiquitous phenomenon in m...
International audienceThe erosion of fine-grained cohesive sediments is a ubiquitous phenomenon in m...
The erosion of fine-grained cohesive sediments is a ubiquitous phenomenon in marine and estuarine en...
The erosion of fine-grained cohesive sediments is a ubiquitous phenomenon in marine and estuarine en...
Predictive modelling of estuarine sediment erosion and transport requires a description of the erosi...
In contrast to non-cohesive sediments, the incipient motion of cohesive sediments is characterized b...
Five erosion devices were compared using five intertidal estuarine sites covering a range of sedimen...
Sediment properties were studied experimentally using a laboratory flume and sediments sampled from ...
Sediment properties were studied experimentally using a laboratory flume and sediments sampled from ...
Sediment properties were studied experimentally using a laboratory flume and sediments sampled from ...
In contrast to non-cohesive sediments, the incipient motion of cohesive sediments is characterized b...
Sediment properties were studied experimentally using a laboratory flume and sediments sampled from ...
Sediment properties were studied experimentally using a laboratory flume and sediments sampled from ...
Measurements of intertidal mudflat erosion thresholds from in situ and laboratory erosion devices we...
Numerical models of fine sediment transport depend on different approaches to parameterize the erosi...
International audienceThe erosion of fine-grained cohesive sediments is a ubiquitous phenomenon in m...
International audienceThe erosion of fine-grained cohesive sediments is a ubiquitous phenomenon in m...
The erosion of fine-grained cohesive sediments is a ubiquitous phenomenon in marine and estuarine en...
The erosion of fine-grained cohesive sediments is a ubiquitous phenomenon in marine and estuarine en...
Predictive modelling of estuarine sediment erosion and transport requires a description of the erosi...
In contrast to non-cohesive sediments, the incipient motion of cohesive sediments is characterized b...
Five erosion devices were compared using five intertidal estuarine sites covering a range of sedimen...
Sediment properties were studied experimentally using a laboratory flume and sediments sampled from ...
Sediment properties were studied experimentally using a laboratory flume and sediments sampled from ...
Sediment properties were studied experimentally using a laboratory flume and sediments sampled from ...
In contrast to non-cohesive sediments, the incipient motion of cohesive sediments is characterized b...
Sediment properties were studied experimentally using a laboratory flume and sediments sampled from ...
Sediment properties were studied experimentally using a laboratory flume and sediments sampled from ...
Measurements of intertidal mudflat erosion thresholds from in situ and laboratory erosion devices we...
Numerical models of fine sediment transport depend on different approaches to parameterize the erosi...