Local scour around bridge piers is one of the main causes of bridge failure all over the
world. Experimental and hydraulic models were carried out to investigate two types of scour …

Abutment scour is a complex three-dimensional phenomenon, which is one of the leading
causes of marine structure damage. Structural integrity is potentially attainable through the …

Most bridge failures occur due to the development of scour holes around the abutment and
pier. Therefore, accurate prediction of abutment scour depth is critical for designing and …

Local scour is one the leading factors contributing to bridge failures. This phenomenon can
be defined as the consequences of the erosion force of the flow of the sediments in the …

A model was developed for the prediction of the entrainment rate of non‐uniform sediment
considering the movement of bedforms. Laboratory experiments were conducted to advance …

We here study the scouring processes that evolve around a submarine pipeline placed on a
weakly cohesive seabed. We first analyze some laboratory tests carried out by Vijaya Kumar …

The appearance of an ice jam in a river crucially distorts local hydrodynamic conditions
including water level, flow velocity, riverbed form and local scour processes. Laboratory …

This study presents the influence of cohesion on scour depth around submerged spur dike
founded in the mixtures of cohesive sediment consisting of clay–gravel and clay–sand …

Grade-control structures (GCS) are commonly used to protect fish habitat by preventing
excessive river-bed degradation in mountain streams. However, flow over the GCS can …

The scouring around bridge foundations is a significant concern in civil engineering. Several
research has been conducted experimentally and numerically to study the maximum scour …