The secure operation of offshore wind turbines is at risk due to local scour. To mitigate this
risk, effective countermeasures can be implemented to either halt or slow the progression of …

Scour induced by currents is one of the main causes of the bridge failure in rivers.
Fundamental knowledge and mechanisms on scour processes due to currents are often …

Since local scour at bridge piers in rivers and estuaries is a major cause of bridge failure,
estimation of the maximum local scour depth is of great importance to hydraulic and coastal …

The many hydrodynamic implications associated with the geomorphological evolution of
braided rivers are still not profoundly examined in both experimental and numerical …

Floodplain vegetation is heterogeneous with varying heights and spacing. Laboratory
studies concerning compound channels with mixed submerged and emergent vegetation …

Local scour, caused by currents, waves, rainstorms, and wind, was the main issue that
affected the stability and fatigue life of cross-sea bridge foundation. Necessarily, the …

Local scour caused by the erosion or removal of sediment from bridge piers is a potential
hazard to the safety of bridges. Numerous equations predicting local scour depth at bridge …

Previous investigations indicate that scour around bridge piers is one of the most important
factors for the failure of waterway bridges. Hence, it is essential to determine the accurate …

Bridge pier is a common feature in hydraulic structure. Its impact to the river usually occurs in
group form rather than single pier, so this challenging piers-group influence towards river …

This paper aims to investigate the mean velocities and turbulence characteristics, which
include Reynolds shear stresses (RSS) and turbulent intensities, in order to study temporal …