Results are presented for a novel experimental investigation of live-bed scour at a cylindrical pier in covered flow. The experimental campaign also comprehended a reference scour test in clear-water conditions. Results showed that the time to achieve a dynamic equilibrium was a decreasing function of the flow rate. The same was found for the mean depth around which the scour fluctuated after equilibrium. The bed elevation was simultaneously measured within the scour hole and upstream of it to investigate the bed-form control of the scour fluctuations. Taking advantage of a high temporal detail used for the measurements, several statistical tools (cumulative frequency distributions, autocorrelation functions and spectra) were employed ...
Scour process at bridge piers is a very important topic for hydraulic engineers. In particular, it h...
In this paper a modelling approach is presented to predict local scour under time varying flow condi...
Scour at uniform cylindrical piers founded in cohesionless sediments has received much attention ove...
Results are presented for a novel experimental investigation of live-bed scour at a cylindrical pier...
Live-bed scour at a bridge pier in covered flow was experimentally investigated. The laboratory camp...
This paper aims to provide an empirical model for predicting the temporal development of local scour...
Live-bed scour at a vertical-wall abutment is experimentally investigated with specific attention pa...
Scour at uniform cylindrical piers has received considerable attention in the past. However, bridge ...
Scour evolution and propagation around a cylinder in natural cohesive sediment was uniquely investig...
The aim of this study is to investigate live-bed scour under unsteady flow. During the experiments, ...
An experimental campaign on long-term clear-water scour at bridge piers with different configuration...
The prediction of scour evolution at bridge foundations is of utmost importance for engineering desi...
This work describes an experimental study of clear water scour around bridge piers, placed in a cohe...
The objective of the present paper is to investigate experimentally the flow field and the local sco...
Bridge scour is the leading cause of bridge failure all around the world, affecting significantly on...
Scour process at bridge piers is a very important topic for hydraulic engineers. In particular, it h...
In this paper a modelling approach is presented to predict local scour under time varying flow condi...
Scour at uniform cylindrical piers founded in cohesionless sediments has received much attention ove...
Results are presented for a novel experimental investigation of live-bed scour at a cylindrical pier...
Live-bed scour at a bridge pier in covered flow was experimentally investigated. The laboratory camp...
This paper aims to provide an empirical model for predicting the temporal development of local scour...
Live-bed scour at a vertical-wall abutment is experimentally investigated with specific attention pa...
Scour at uniform cylindrical piers has received considerable attention in the past. However, bridge ...
Scour evolution and propagation around a cylinder in natural cohesive sediment was uniquely investig...
The aim of this study is to investigate live-bed scour under unsteady flow. During the experiments, ...
An experimental campaign on long-term clear-water scour at bridge piers with different configuration...
The prediction of scour evolution at bridge foundations is of utmost importance for engineering desi...
This work describes an experimental study of clear water scour around bridge piers, placed in a cohe...
The objective of the present paper is to investigate experimentally the flow field and the local sco...
Bridge scour is the leading cause of bridge failure all around the world, affecting significantly on...
Scour process at bridge piers is a very important topic for hydraulic engineers. In particular, it h...
In this paper a modelling approach is presented to predict local scour under time varying flow condi...
Scour at uniform cylindrical piers founded in cohesionless sediments has received much attention ove...