In this study the scour mechanism and the effect of some of the important parameters such as jet velocities, impinging jet distance from the upstream wall and tailwater depth on the longitudinal scour profile due to 3d simoultaneous wall and impinging jet are investigated experimentally. Experiments were conducted in a channel 10 m long, 1 m height and 0.57 m width. For generating jet flow, two pipes with 1 cm inside diameter and 2 m long were used. Uniform sediment with median size of 1.05 mm was used as the bed material. The experiments showed that the jet distances, jet velocities and tailwater depth have significant effect on scour hole profile. Depending on the jet velocities, tailwater depth and the distance of the impinging jet from ...
CER60GLS12.Prepared for U.S. Bureau of Public Roads.Includes bibliographical references.Using the re...
In this project, the result of an experimental investigation on scour of non-cohesive and uniform se...
Local scouring is a natural phenomenon by the action of excessive excavation of sands and gravels fr...
The excessive scour action of jets near may lead to failure of hydraulic structures. Although jet sc...
Scouring is a phenomenon of sediment transport caused by flowing water. In berthing harbors, the sed...
The local scour of a non-cohesive bed due to a 2-D submerged horizontal jet is investigated experime...
3D full flowing horizontal jet scour has been traditionally used to simulate culvert scour in labora...
This study investigates the tailwater depth effect on scour formed by circular jets in a cohesionles...
Circular jets impinging on a solid plane surface as well as the scour caused by it on a movable sand...
The present study investigates with laboratory experiments the scour downstream of a sill, followed ...
Numerous studies have been conducted on scouring in a laboratory setting and most of them have been ...
Abstract — Laboratory tests were carried out to assess the local scour by three-dimensional wall jet...
The present study investigates with laboratory experiments the scour downstream of a sill, followed ...
The scour process induced by plunging jets is an important topic for hydraulic engineers. In recent ...
Local scour due to 2-D submerged horizontal jets is a well-known topic of hydraulic research. If the...
CER60GLS12.Prepared for U.S. Bureau of Public Roads.Includes bibliographical references.Using the re...
In this project, the result of an experimental investigation on scour of non-cohesive and uniform se...
Local scouring is a natural phenomenon by the action of excessive excavation of sands and gravels fr...
The excessive scour action of jets near may lead to failure of hydraulic structures. Although jet sc...
Scouring is a phenomenon of sediment transport caused by flowing water. In berthing harbors, the sed...
The local scour of a non-cohesive bed due to a 2-D submerged horizontal jet is investigated experime...
3D full flowing horizontal jet scour has been traditionally used to simulate culvert scour in labora...
This study investigates the tailwater depth effect on scour formed by circular jets in a cohesionles...
Circular jets impinging on a solid plane surface as well as the scour caused by it on a movable sand...
The present study investigates with laboratory experiments the scour downstream of a sill, followed ...
Numerous studies have been conducted on scouring in a laboratory setting and most of them have been ...
Abstract — Laboratory tests were carried out to assess the local scour by three-dimensional wall jet...
The present study investigates with laboratory experiments the scour downstream of a sill, followed ...
The scour process induced by plunging jets is an important topic for hydraulic engineers. In recent ...
Local scour due to 2-D submerged horizontal jets is a well-known topic of hydraulic research. If the...
CER60GLS12.Prepared for U.S. Bureau of Public Roads.Includes bibliographical references.Using the re...
In this project, the result of an experimental investigation on scour of non-cohesive and uniform se...
Local scouring is a natural phenomenon by the action of excessive excavation of sands and gravels fr...