This paper proposes an experimental study of the hydro- and morpho-dynamics induced by a slender vertical pile fitted into a sandy seabed and forced by sea waves in finite waters. The scour depth at the pile and the seabed morphology around it were measured and analyzed for both regular and random wave forcing. Scour depths due to regular waves were compared to those predicted in a previous study, revealing good agreement. The maximum scour depth occurred at the lateral side of the pile for waves characterized by a Keulegan-Carpenter (KC) number smaller than 7–8 and behind the pile for waves with KC>7–8. Such a result revealed an asymmetric effect on the scour depth because of the weaker reversal flow. This behavior was more evident fo...
This paper provides a practical stochastic method by which the time scale for the equilibrium scour ...
In recent years, several authors have conducted experimental studies on the scour around piles fixed...
A numerical simulation is conducted to investigate the local scour of the seabed around the pile und...
This paper proposes an experimental study of the hydro- and morpho-dynamics induced by a slender ver...
This Masters’ thesis reports on a large scale investigation of scour development around a slender pi...
This report presents a stochastic method for predicting scour depth around vertical circular slender...
This thesis presents a stochastic method for predicting the scour depth around vertical circular sle...
This study continues the investigation of flow and scour around a vertical pile, reported by Roulund...
The present study provides an extensive analysis on the hydrodynamics induced by a vertical slender ...
The present study provides an extensive analysis on the hydrodynamics induced by a vertical slender ...
The paper presents an experimental investigation of seabed evolution behavior around a submarine pip...
Pile groups are extensively utilized to provide stability of offshore structures and bridges across ...
Under the actions of ocean waves and current, severe local scour can be induced around pile groups, ...
Waves or tsunamis in the onshore area could induce severe scour at the structure foundations, threat...
We study the dynamics of a sandy bed around a slender vertical cylinder forced by progressive, non-l...
This paper provides a practical stochastic method by which the time scale for the equilibrium scour ...
In recent years, several authors have conducted experimental studies on the scour around piles fixed...
A numerical simulation is conducted to investigate the local scour of the seabed around the pile und...
This paper proposes an experimental study of the hydro- and morpho-dynamics induced by a slender ver...
This Masters’ thesis reports on a large scale investigation of scour development around a slender pi...
This report presents a stochastic method for predicting scour depth around vertical circular slender...
This thesis presents a stochastic method for predicting the scour depth around vertical circular sle...
This study continues the investigation of flow and scour around a vertical pile, reported by Roulund...
The present study provides an extensive analysis on the hydrodynamics induced by a vertical slender ...
The present study provides an extensive analysis on the hydrodynamics induced by a vertical slender ...
The paper presents an experimental investigation of seabed evolution behavior around a submarine pip...
Pile groups are extensively utilized to provide stability of offshore structures and bridges across ...
Under the actions of ocean waves and current, severe local scour can be induced around pile groups, ...
Waves or tsunamis in the onshore area could induce severe scour at the structure foundations, threat...
We study the dynamics of a sandy bed around a slender vertical cylinder forced by progressive, non-l...
This paper provides a practical stochastic method by which the time scale for the equilibrium scour ...
In recent years, several authors have conducted experimental studies on the scour around piles fixed...
A numerical simulation is conducted to investigate the local scour of the seabed around the pile und...