By using the particle image velocimetry (PIV) technique, experimental results of the propeller jet flow field within a developing scour hole around an open quay are presented. The experiments were conducted with four toe clearances (defined as the longitudinal distance between the propeller face and toe of the quay slope), which account for three distinct scour profiles corresponding to the three toe clearance fields, namely, near, intermediate, and far clearance fields. To better understand the underlying scour mechanisms associated with each field, the mean flow fields at selected time intervals (t = 0, 0.5, 2, 12, and 48 h) are presented in vector and streamline plots. The data provide an improved understanding of the development of the ...
This study is a preliminary investigation of local scour around a pile caused by a ship propeller. A...
The present study investigates with laboratory experiments the scour downstream of a sill, followed ...
The prediction of scour evolution at bridge foundations is of utmost importance for engineering desi...
This study presents the experimental results on the flow field of the confined propeller jet and its...
The propeller jet generated by a ship's propeller during berthing and unberthing from quays initiate...
This study investigates the flow in an evolving scour hole downstream of a sluice gate with an apron...
The results of a series of experimental tests related to the flow characteristics in a scouring hole...
Single and twin ship propeller jets produce scour holes with deposition dune. The scour hole has a m...
This report aims to study the scour profile produced by a rotating 3-bladed propeller, simulating sh...
Experiments were conducted to investigate the seabed scour holes due to the interaction between the ...
The present study used Particle Image Velocimetry (PIV) to measure the flow structures in evolving ...
Since local scour at bridge piers in rivers and estuaries is a major cause of bridge failure, estima...
The highly turbulent flow induced by ship propellers has a great potential to scour the alluvial bot...
Particle image velocimetry was used to measure the flow structures in evolving scour holes caused by...
The present study investigates with laboratory experiments the scour downstream of a sill, followed ...
This study is a preliminary investigation of local scour around a pile caused by a ship propeller. A...
The present study investigates with laboratory experiments the scour downstream of a sill, followed ...
The prediction of scour evolution at bridge foundations is of utmost importance for engineering desi...
This study presents the experimental results on the flow field of the confined propeller jet and its...
The propeller jet generated by a ship's propeller during berthing and unberthing from quays initiate...
This study investigates the flow in an evolving scour hole downstream of a sluice gate with an apron...
The results of a series of experimental tests related to the flow characteristics in a scouring hole...
Single and twin ship propeller jets produce scour holes with deposition dune. The scour hole has a m...
This report aims to study the scour profile produced by a rotating 3-bladed propeller, simulating sh...
Experiments were conducted to investigate the seabed scour holes due to the interaction between the ...
The present study used Particle Image Velocimetry (PIV) to measure the flow structures in evolving ...
Since local scour at bridge piers in rivers and estuaries is a major cause of bridge failure, estima...
The highly turbulent flow induced by ship propellers has a great potential to scour the alluvial bot...
Particle image velocimetry was used to measure the flow structures in evolving scour holes caused by...
The present study investigates with laboratory experiments the scour downstream of a sill, followed ...
This study is a preliminary investigation of local scour around a pile caused by a ship propeller. A...
The present study investigates with laboratory experiments the scour downstream of a sill, followed ...
The prediction of scour evolution at bridge foundations is of utmost importance for engineering desi...