We consider overbank flood flows with topographic change due to deposition offine sediment, which is one of the most difficult cases for computation. Takingaccount of a relationship between numerical viscosity and bottom friction in theprimitive model, horizontal viscosity must be introduced for finer computational gridof a few ten meters, in order to estimate bottom friction under movable bedconditions precisely. By using a vorticity model for overbank flood flow, transversevelocity distribution is found to be sensitive to the roughness in floodplains such asvegetation. To verify the results of the vorticity model, laboratory experiments onthe flows in compound channel of short reach were carried out. Additionalexperiments on the flows abo...
The paper presents a quasi two-dimensional (2D) model calculating depth-averaged velocity and bed sh...
The paper presents a quasi two-dimensional (2D) model calculating depth-averaged velocity and bed sh...
The paper presents a quasi two-dimensional (2D) model calculating depth-averaged velocity and bed sh...
Overbank sedimentation is predominantly due to fine sediments transported under suspension that beco...
Overbank sedimentation is predominantly due to fine sediments transported under suspension that beco...
Abstract Overbank flows occur in alluvial valleys during flood events when the conveyance of main ch...
A series of experiments were conducted to understand the behaviour of flow resistance and sediment t...
Past studies of overbank flow and sediment deposition have identified the importance of basin scale ...
A series of experiments were conducted to understand the behaviour of flow resistance and sediment t...
Studies were carried out to understand the effect of floodplain roughness on flow structures, sedime...
The experimental studies are described for the characteristics of flows over aflat rigid and an equi...
Studies were carried out to understand the effect of floodplain roughness on flow structures, sedime...
© 2013 Dr. Antonia Gamboa RochaSpatial patterns of overbank deposition are highly variable. This spa...
Rivers present a threat on the neighbourhood, the houses and infrastructures when, following a major...
Flooding occurs worldwide and causes huge loss to human life and property. There is an ever increasi...
The paper presents a quasi two-dimensional (2D) model calculating depth-averaged velocity and bed sh...
The paper presents a quasi two-dimensional (2D) model calculating depth-averaged velocity and bed sh...
The paper presents a quasi two-dimensional (2D) model calculating depth-averaged velocity and bed sh...
Overbank sedimentation is predominantly due to fine sediments transported under suspension that beco...
Overbank sedimentation is predominantly due to fine sediments transported under suspension that beco...
Abstract Overbank flows occur in alluvial valleys during flood events when the conveyance of main ch...
A series of experiments were conducted to understand the behaviour of flow resistance and sediment t...
Past studies of overbank flow and sediment deposition have identified the importance of basin scale ...
A series of experiments were conducted to understand the behaviour of flow resistance and sediment t...
Studies were carried out to understand the effect of floodplain roughness on flow structures, sedime...
The experimental studies are described for the characteristics of flows over aflat rigid and an equi...
Studies were carried out to understand the effect of floodplain roughness on flow structures, sedime...
© 2013 Dr. Antonia Gamboa RochaSpatial patterns of overbank deposition are highly variable. This spa...
Rivers present a threat on the neighbourhood, the houses and infrastructures when, following a major...
Flooding occurs worldwide and causes huge loss to human life and property. There is an ever increasi...
The paper presents a quasi two-dimensional (2D) model calculating depth-averaged velocity and bed sh...
The paper presents a quasi two-dimensional (2D) model calculating depth-averaged velocity and bed sh...
The paper presents a quasi two-dimensional (2D) model calculating depth-averaged velocity and bed sh...