Add to ORKGSome preliminary experimental results concerning the velocity of the snout of a debris flow originating from the instantaneous opening of a sluice-gate (dam-break) in a rectangular flume are presented. The measurements have been performed by varying the slope and roughness of the channel bed and the amount of cohesionless solid material (gravel) mixed with water stored in a tank above the sluice-gate at the beginning of the test. It has been observed that the bed roughness does not immediately affect the evolution of the debris flow and its effects are seen only after a certain time from the opening of the sluice-gate. This observation provides a way to evaluate the time scale of the resistance force in the debris flow. Moreover, ...
Debris flows are very to extremely rapid flows of saturated granular soils. Two main types of debri...
This paper presents an investigation of dam break flow in a channel with lateral contraction. An exp...
The mechanisms of debris flows and their interaction with mitigation structures are still not well u...
Some preliminary experimental results concerning the velocity of the snout of a debris flow originat...
To predict floods and debris flow dynamics a numerical model,based on 1D De saint Venant (SV) equati...
To predict flood and debris flow dynamics a numerical two phase model, based on 1D De Sain Venant (S...
This paper documents a series of small-scale laboratory experiments of dam-break waves propagating o...
The dam-break flow is an extreme example of a severe transient flow, often associate with catastroph...
Debris flows exert enormous impact forces on obstacles such as bridge piers, defensive walls and bui...
To predict floods and debris flow dynamics a numerical model, based on 1D De Saint Venant (SV) equat...
Experiments on behaviours of the unsteady flow caused by dam breaking were con-ducted in order to ex...
During a dam-break flow, the whole valley is involved, which implies that roads, bridges and urban b...
Debris flow surges can terminate in a steep channel of > 15°. However, the termination process and m...
ABSTRACT Though a bore is a nonsteady flow, it can be treated as a steady flow in a coordinate syste...
To predict debris flow dynamics a numerical model, based on 1D De Saint Venant (SV) equations, was de...
Debris flows are very to extremely rapid flows of saturated granular soils. Two main types of debri...
This paper presents an investigation of dam break flow in a channel with lateral contraction. An exp...
The mechanisms of debris flows and their interaction with mitigation structures are still not well u...
Some preliminary experimental results concerning the velocity of the snout of a debris flow originat...
To predict floods and debris flow dynamics a numerical model,based on 1D De saint Venant (SV) equati...
To predict flood and debris flow dynamics a numerical two phase model, based on 1D De Sain Venant (S...
This paper documents a series of small-scale laboratory experiments of dam-break waves propagating o...
The dam-break flow is an extreme example of a severe transient flow, often associate with catastroph...
Debris flows exert enormous impact forces on obstacles such as bridge piers, defensive walls and bui...
To predict floods and debris flow dynamics a numerical model, based on 1D De Saint Venant (SV) equat...
Experiments on behaviours of the unsteady flow caused by dam breaking were con-ducted in order to ex...
During a dam-break flow, the whole valley is involved, which implies that roads, bridges and urban b...
Debris flow surges can terminate in a steep channel of > 15°. However, the termination process and m...
ABSTRACT Though a bore is a nonsteady flow, it can be treated as a steady flow in a coordinate syste...
To predict debris flow dynamics a numerical model, based on 1D De Saint Venant (SV) equations, was de...
Debris flows are very to extremely rapid flows of saturated granular soils. Two main types of debri...
This paper presents an investigation of dam break flow in a channel with lateral contraction. An exp...
The mechanisms of debris flows and their interaction with mitigation structures are still not well u...