Quantification of the resistance in complex roughness situations, when both bed surface and form roughnesses contribute to the total resistance, as well as partitioning of the two contributions is still unsolved. Studies about form resistance of single elements focused on obstacles mounted on smooth bed surfaces, and only few considered a rough bed surface. In order to define an approach for shear stress partitioning in open channel flows, the effect of flow conditions, the geometrical characteristics of the obstacle, and the effect of the bed surface need to be studied. This paper contributes to the topic presenting results of experiments investigating the flow field around a cube and a hemisphere mounted on a bed surface with wake interfe...
A series of laboratory tests were carried out to understand the extent of effect of roughness and Re...
This paper focuses on the turbulence structure in a non-uniform, gradually varied, sub-critical open...
Characteristics of open channel flows can be significantly modified in the presence of secondary flo...
Quantification of the resistance in complex roughness situations, when both bed surface and form rou...
The drag coefficient (C D ) is a fundamental parameter in the determination of shear stress or the d...
International audienceThis paper presents the results of an experimental and umerical study of fully...
The mechanism of the flow resistance in open channels and pipelines is of vital importance for vario...
This dissertation presents an experimental investigation of turbulent boundary layer flows arising o...
The hydraulic resistance of vegetation can play a major role in the hydrodynamics of rivers with ext...
Computations of channel flow with rough walls comprising staggered arrays of cubes having various pl...
Overbank flow in rivers threatens integrity of built elements located in the floodplain. Elements of...
Full-scale drag penalty predictions of flows over rough walls require surface roughness characterisa...
Documentos apresentados no âmbito do reconhecimento de graus e diplomas estrangeirosIn this study ef...
Shear layer flows which are strongly disturbed, often occur in nature as well as in engineering prac...
The determination of flow resistance for open channels remains a challenge in practices. In this res...
A series of laboratory tests were carried out to understand the extent of effect of roughness and Re...
This paper focuses on the turbulence structure in a non-uniform, gradually varied, sub-critical open...
Characteristics of open channel flows can be significantly modified in the presence of secondary flo...
Quantification of the resistance in complex roughness situations, when both bed surface and form rou...
The drag coefficient (C D ) is a fundamental parameter in the determination of shear stress or the d...
International audienceThis paper presents the results of an experimental and umerical study of fully...
The mechanism of the flow resistance in open channels and pipelines is of vital importance for vario...
This dissertation presents an experimental investigation of turbulent boundary layer flows arising o...
The hydraulic resistance of vegetation can play a major role in the hydrodynamics of rivers with ext...
Computations of channel flow with rough walls comprising staggered arrays of cubes having various pl...
Overbank flow in rivers threatens integrity of built elements located in the floodplain. Elements of...
Full-scale drag penalty predictions of flows over rough walls require surface roughness characterisa...
Documentos apresentados no âmbito do reconhecimento de graus e diplomas estrangeirosIn this study ef...
Shear layer flows which are strongly disturbed, often occur in nature as well as in engineering prac...
The determination of flow resistance for open channels remains a challenge in practices. In this res...
A series of laboratory tests were carried out to understand the extent of effect of roughness and Re...
This paper focuses on the turbulence structure in a non-uniform, gradually varied, sub-critical open...
Characteristics of open channel flows can be significantly modified in the presence of secondary flo...