This paper presents a validation of a two-dimensional overland flow model using empirical laboratory data. Unlike previous publications in which model performance is evaluated as the ability to predict an outlet hydrograph, we use high resolution 2D water depth and velocity data to analyze to what degree the model is able to reproduce the spatial distribution of these variables. Several overland flow conditions over two impervious surfaces of the order of one square meter with different micro and macro-roughness characteristics are studied. The first surface is a simplified representation of a sinusoidal terrain with three crests and furrows, while the second one is a mould of a real agricultural seedbed terrain. We ana- lyze four different...
This paper considers overland flow resistance at low Reynolds numbers through analysis of experiment...
Overland flow is an important component of peatland hydrology. Hydrological models of peatlands are ...
A 2D numerical flow model, developed at the Research unit of Hydrology, Applied Hydrodynamics and Hy...
This paper presents a validation of a two-dimensional overland flow model using empirical laboratory...
This paper presents a validation of a two-dimensional overland flow model using empirical laboratory...
AbstractIn this study, we investigated the origin of the overland flow roughness problem and divided...
The Saint-Venant equations have consistently proved capable of accurately simulating hydrographs at ...
International audienceThe Saint-Venant equations have consistently proved capable of accurately simu...
This research has developed a method for estimating hydraulic roughness coefficients for overland fl...
Conventional roughness-resistance relationships developed for pipe and open-channel flows cannot acc...
Shallow sheet flows both with and without rainfall are studied on smooth and rough surfaces. Theore...
Not AvailableEffect of variability in surface roughness on overland flow from different geometric su...
International audiencePoint measurements of flow rate, depth or velocity are not sufficient to valid...
A field experiment was conducted to investigate aspects of the erodible boundary of tilled soils und...
This paper considers overland flow resistance at low Reynolds numbers through analysis of experiment...
Overland flow is an important component of peatland hydrology. Hydrological models of peatlands are ...
A 2D numerical flow model, developed at the Research unit of Hydrology, Applied Hydrodynamics and Hy...
This paper presents a validation of a two-dimensional overland flow model using empirical laboratory...
This paper presents a validation of a two-dimensional overland flow model using empirical laboratory...
AbstractIn this study, we investigated the origin of the overland flow roughness problem and divided...
The Saint-Venant equations have consistently proved capable of accurately simulating hydrographs at ...
International audienceThe Saint-Venant equations have consistently proved capable of accurately simu...
This research has developed a method for estimating hydraulic roughness coefficients for overland fl...
Conventional roughness-resistance relationships developed for pipe and open-channel flows cannot acc...
Shallow sheet flows both with and without rainfall are studied on smooth and rough surfaces. Theore...
Not AvailableEffect of variability in surface roughness on overland flow from different geometric su...
International audiencePoint measurements of flow rate, depth or velocity are not sufficient to valid...
A field experiment was conducted to investigate aspects of the erodible boundary of tilled soils und...
This paper considers overland flow resistance at low Reynolds numbers through analysis of experiment...
Overland flow is an important component of peatland hydrology. Hydrological models of peatlands are ...
A 2D numerical flow model, developed at the Research unit of Hydrology, Applied Hydrodynamics and Hy...