Numerical Simulation of Coarse Sandy Bed Scour by 2D Vertical Submerged Jet
Wang Jian-ju
Abstract
Wang Jian-ju
Abstract
The Sediment Scour Model was used to numerical simulate non-cohesive sandy bed scour by 2D submerged jet. The scour lasted 10 seconds. The RNG k-e turbulence mode used,is more useful for the flow with low intensity of turbulence and strong shear region. The numerical results and experimental results agree with quite well. They indicatete bigger. The bigger the jet velocity is,the deeper the scour depth is if the scour time is the same. When the jet velocity is constant,a logarithmic relationship exists between the maximum scour depth and the scour time.
A significance statement is not available in the OpenAlex record.
A contribution statement is not available in the OpenAlex record.
Method details are not available in the OpenAlex metadata.
Findings are not separately available in the OpenAlex metadata.
Limitations are not available in the OpenAlex metadata.
Application details are not available in the OpenAlex metadata.
The Sediment Scour Model was used to numerical simulate non-cohesive sandy bed scour by 2D submerged jet. The scour lasted 10 seconds. The RNG k-e turbulence mode used,is more useful for the flow with low intensity of turbulence and strong shear region. The numerical results and experimental results agree with quite well. They indicatete bigger. The bigger the jet velocity is,the deeper the scour depth is if the scour time is the same. When the jet velocity is constant,a logarithmic relationship exists between the maximum scour depth and the scour time.
Key concepts: Turbulence, Jet (fluid), Geology, Geotechnical engineering, Computer simulation, Turbulence kinetic energy, Flow (mathematics), Sediment