Characteristic Based Split Finite Element for Unsteady Dam-Break Problem

In this paper, an efficient numerical model for solution of the two-dimensional unsteady dam-break problem is described. The model solves the shallow water equations through Characteristic-Based Split (CBS) finite element method. The formulation of the model is based upon the fractional time step te...

Full description

Bibliographic Details
Main Author: Javad Parsa
Format: Article
Language:English
Published: Shahid Chamran University of Ahvaz 2018-12-01
Series:Journal of Hydraulic Structures
Subjects:
Online Access:http://jhs.scu.ac.ir/article_14035_a704ed0bcd40c08f6e393e2c83c98cb5.pdf
id doaj-5f4ca11696714dd2af4e7c51ad1de626
record_format Article
spelling doaj-5f4ca11696714dd2af4e7c51ad1de6262020-11-25T02:46:54ZengShahid Chamran University of AhvazJournal of Hydraulic Structures2345-413X2345-41562018-12-0142274110.22055/jhs.2018.27848.109314035Characteristic Based Split Finite Element for Unsteady Dam-Break ProblemJavad Parsa0Water Engineering Department, Faculty of Agriculture, University of Tabriz, Tabriz, IranIn this paper, an efficient numerical model for solution of the two-dimensional unsteady dam-break problem is described. The model solves the shallow water equations through Characteristic-Based Split (CBS) finite element method. The formulation of the model is based upon the fractional time step technique primarily used in the finite difference method for the incompressible Navier-Stokes equations. In addition to well-known advantages of the finite element discretization in introducing complex geometries and making accurate results near the boundaries, the CBS utilizes interesting advantages. These include the ability of the method to simulate both compressible and incompressible flows using the same formulation. Improved stability of the CBS algorithm along with its capability to simulate both sub- and super-critical flows are other main advantages of the method. These useful advantages of the algorithm introduce the CBS as a unique procedure to solve fluid dynamics problems under various conditions. Since dam-break problem has principally a high non-linear nature, the model is verified firstly by modeling one-dimensional problems of dam-break and bore formation problems. Furthermore, application of the model to a two-dimensional hypothetical dam-break problem shows the robustness and efficiency of the procedure. Despite the high non-linearity nature of the solved problems, the computational results, compared with the analytical solutions and reported results of other numerical models, indicate the favorable performance of the used procedure in modeling the dam-break problems.http://jhs.scu.ac.ir/article_14035_a704ed0bcd40c08f6e393e2c83c98cb5.pdfCharacteristic-Based Split finite elementshallow waterdam-breakbore
collection DOAJ
language English
format Article
sources DOAJ
author Javad Parsa
spellingShingle Javad Parsa
Characteristic Based Split Finite Element for Unsteady Dam-Break Problem
Journal of Hydraulic Structures
Characteristic-Based Split finite element
shallow water
dam-break
bore
author_facet Javad Parsa
author_sort Javad Parsa
title Characteristic Based Split Finite Element for Unsteady Dam-Break Problem
title_short Characteristic Based Split Finite Element for Unsteady Dam-Break Problem
title_full Characteristic Based Split Finite Element for Unsteady Dam-Break Problem
title_fullStr Characteristic Based Split Finite Element for Unsteady Dam-Break Problem
title_full_unstemmed Characteristic Based Split Finite Element for Unsteady Dam-Break Problem
title_sort characteristic based split finite element for unsteady dam-break problem
publisher Shahid Chamran University of Ahvaz
series Journal of Hydraulic Structures
issn 2345-413X
2345-4156
publishDate 2018-12-01
description In this paper, an efficient numerical model for solution of the two-dimensional unsteady dam-break problem is described. The model solves the shallow water equations through Characteristic-Based Split (CBS) finite element method. The formulation of the model is based upon the fractional time step technique primarily used in the finite difference method for the incompressible Navier-Stokes equations. In addition to well-known advantages of the finite element discretization in introducing complex geometries and making accurate results near the boundaries, the CBS utilizes interesting advantages. These include the ability of the method to simulate both compressible and incompressible flows using the same formulation. Improved stability of the CBS algorithm along with its capability to simulate both sub- and super-critical flows are other main advantages of the method. These useful advantages of the algorithm introduce the CBS as a unique procedure to solve fluid dynamics problems under various conditions. Since dam-break problem has principally a high non-linear nature, the model is verified firstly by modeling one-dimensional problems of dam-break and bore formation problems. Furthermore, application of the model to a two-dimensional hypothetical dam-break problem shows the robustness and efficiency of the procedure. Despite the high non-linearity nature of the solved problems, the computational results, compared with the analytical solutions and reported results of other numerical models, indicate the favorable performance of the used procedure in modeling the dam-break problems.
topic Characteristic-Based Split finite element
shallow water
dam-break
bore
url http://jhs.scu.ac.ir/article_14035_a704ed0bcd40c08f6e393e2c83c98cb5.pdf
work_keys_str_mv AT javadparsa characteristicbasedsplitfiniteelementforunsteadydambreakproblem
_version_ 1724755922519064576