1D and 2D Numerical Modeling for Solving Dam-Break Flow Problems Using Finite Volume Method
The purpose of this study is to model the flow movement in an idealized dam-break configuration. One-dimensional and two-dimensional motion of a shallow flow over a rigid inclined bed is considered. The resulting shallow water equations are solved by finite volumes using the Roe and HLL schemes. At...
Main Author: | Szu-Hsien Peng |
---|---|
Format: | Article |
Language: | English |
Published: |
Hindawi Limited
2012-01-01
|
Series: | Journal of Applied Mathematics |
Online Access: | http://dx.doi.org/10.1155/2012/489269 |
Similar Items
-
1D Numerical modelling of dam break using finite element method
by: Lely Hardianti Zendrato Nur, et al.
Published: (2019-01-01) -
Numerical studies using staggered finite volume for dam break flow with an obstacle through different geometries
by: Ikha Magdalena, et al.
Published: (2021-11-01) -
Dam-Break Computations by a Dynamical Adaptive Finite Volume Method
by: Y. Lakhlifi, et al.
Published: (2018-01-01) -
Simulation of Dam Breaks on Dry Bed Using Finite Volume Roe-TVD Method
by: Ebrahim Alamatian, et al.
Published: (2021-06-01) -
Advanced Numerical Solver for Dam-Break Flow Application
by: J. H. Pu, et al.
Published: (2012-02-01)