A Non-Equilibrium Sediment Transport Model for Dam Break Flow over Moveable Bed Based on Non-Uniform Rectangular Mesh

A Non-Equilibrium Sediment Transport Model for Dam Break Flow over Moveable Bed Based on Non-Uniform Rectangular Mesh

The use of multiple-level non-uniform rectangular mesh in coupled flow and sediment transport modeling is preferred to achieve high accuracy in important region without increasing computational cost greatly. Here, a robust coupled hydrodynamic and non-equilibrium sediment transport model is develope...

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Bibliographic Details
Main Authors: Gangfeng Wu, Zhehao Yang, Kefeng Zhang, Ping Dong, Ying-Tien Lin
Format: Article
Language:English
Published: MDPI AG 2018-05-01
Series:Water
Subjects:
dam break flow
depth-averaged models
central-upwind scheme
movable bed
non-uniform rectangular mesh
non-equilibrium sediment transport
Online Access:http://www.mdpi.com/2073-4441/10/5/616

Internet

http://www.mdpi.com/2073-4441/10/5/616

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