Live-bed scour at a vertical-wall abutment is experimentally investigated with specific attention paid to the conceptual issues concerning the temporal development of local scour phenomenon. First explored are the time scales for the initial rising phase of the time variation of scour depth. An appropriate identification of such scales and of their normalizing parameters makes it possible to recognize a quantitative dependency of nondimensional time scales on flow intensity. Second, the time scales for the subsequent fluctuations around a mean equilibrium value are considered. Experimental results indicate that the quasiperiodical fluctuations of scour depths do not always correspond to those of bed forms. A conceptual model is outlined to ...
In this study, a non-dimensional functional relationship was constructed to characterize the time sc...
We examined the kinematics of sediment particles in the proximity of a vertical plate attached to th...
Local scour at the downstream of the river bed protection is one of the most important parameters fo...
Results are presented for a novel experimental investigation of live-bed scour at a cylindrical pier...
A semiempirical model is presented to compute the time variation of scour depth in an evolving scour...
A theoretical framework, based on the phenomenological theory of turbulence applied to scour-related...
This paper aims to provide an empirical model for predicting the temporal development of local scour...
In this paper a modelling approach is presented to predict local scour under time varying flow condi...
An experimental investigation was made of local scour downstream of a hydraulic jump type stilling b...
Abstract. Accurate estimation of the maximum possible depth of scour at bridge abutments is importan...
The conformity of local scour in experiments with non-cohesive bed material is studied for two-dimen...
The temporal development of clear-water local scour depth at bed sills in uniform gravel beds is con...
The computation of temporal variation of clear-water scour is important for the design of bridge fou...
The time scale of local scour is of importance in many model studies of practical problems. The use ...
© 2021 ICE Publishing: All rights reserved.In this experimental study, the temporal development of l...
In this study, a non-dimensional functional relationship was constructed to characterize the time sc...
We examined the kinematics of sediment particles in the proximity of a vertical plate attached to th...
Local scour at the downstream of the river bed protection is one of the most important parameters fo...
Results are presented for a novel experimental investigation of live-bed scour at a cylindrical pier...
A semiempirical model is presented to compute the time variation of scour depth in an evolving scour...
A theoretical framework, based on the phenomenological theory of turbulence applied to scour-related...
This paper aims to provide an empirical model for predicting the temporal development of local scour...
In this paper a modelling approach is presented to predict local scour under time varying flow condi...
An experimental investigation was made of local scour downstream of a hydraulic jump type stilling b...
Abstract. Accurate estimation of the maximum possible depth of scour at bridge abutments is importan...
The conformity of local scour in experiments with non-cohesive bed material is studied for two-dimen...
The temporal development of clear-water local scour depth at bed sills in uniform gravel beds is con...
The computation of temporal variation of clear-water scour is important for the design of bridge fou...
The time scale of local scour is of importance in many model studies of practical problems. The use ...
© 2021 ICE Publishing: All rights reserved.In this experimental study, the temporal development of l...
In this study, a non-dimensional functional relationship was constructed to characterize the time sc...
We examined the kinematics of sediment particles in the proximity of a vertical plate attached to th...
Local scour at the downstream of the river bed protection is one of the most important parameters fo...