In this study a series of experiments were conducted on different beds and under different flow conditions. The tests included a series of uni-directional near wall measurements of mean velocity. These tests were conducted in a channel covered with two types of roughness elements: i) bed covered with spherical aggregates with a diameter between 4 and 9.5mm ii) bed covered with triangular elements (an idealization of rippled beds) with a height of 13.6mm. The result shows that equivalent sand roughness associated with aggregate is of the order of the magnitude of the grain size. For rippled-like beds, the result of this study shows that this type of roughness can be adequately described with only one length scale (such as Nikuradse equivalen...
Data of flume experiments with bed forms are used to analyze and compare different roughness predict...
Water resources and hydraulic engineering projects have been upward rapidly in all over the world, a...
The interactions between surface winds and gravel surfaces that can be characterized by aerodynamic ...
International audienceThere is a growing consensus that gravel-bed roughness should be parameterized...
Tests have been done in a laboratory flume, to evaluate the influence of vertical rods of 3 mm dia o...
Reliable roughness models are of great importance, for example, when predicting water levels in rive...
A new relationship between the roughness height and the main hydrodynamic and sediment parameters fo...
The relation between the equivalent roughness and different grain size percentiles of the sediment i...
International audienceRemote sensing of gravel-bed patches and resulting highresolution digital elev...
International audienceIn this two-part study, experiments are conducted to evaluate available topogr...
Data of flume experiments with bed forms are used to analyze and compare different roughness predict...
In sediment transport of sand mixture, the characteristic quantities of sand motion are different fo...
This chapter deals with the calibration of a new simplified experimental method to evaluate absolute...
International audienceSeveral disciplines use the term roughness with little clarity. Although there...
A series of laboratory tests were carried out to understand the extent of effect of roughness and Re...
Data of flume experiments with bed forms are used to analyze and compare different roughness predict...
Water resources and hydraulic engineering projects have been upward rapidly in all over the world, a...
The interactions between surface winds and gravel surfaces that can be characterized by aerodynamic ...
International audienceThere is a growing consensus that gravel-bed roughness should be parameterized...
Tests have been done in a laboratory flume, to evaluate the influence of vertical rods of 3 mm dia o...
Reliable roughness models are of great importance, for example, when predicting water levels in rive...
A new relationship between the roughness height and the main hydrodynamic and sediment parameters fo...
The relation between the equivalent roughness and different grain size percentiles of the sediment i...
International audienceRemote sensing of gravel-bed patches and resulting highresolution digital elev...
International audienceIn this two-part study, experiments are conducted to evaluate available topogr...
Data of flume experiments with bed forms are used to analyze and compare different roughness predict...
In sediment transport of sand mixture, the characteristic quantities of sand motion are different fo...
This chapter deals with the calibration of a new simplified experimental method to evaluate absolute...
International audienceSeveral disciplines use the term roughness with little clarity. Although there...
A series of laboratory tests were carried out to understand the extent of effect of roughness and Re...
Data of flume experiments with bed forms are used to analyze and compare different roughness predict...
Water resources and hydraulic engineering projects have been upward rapidly in all over the world, a...
The interactions between surface winds and gravel surfaces that can be characterized by aerodynamic ...