Numerical Simulation of 2D Flood Fliud on Unstructured Grid

Y.L. Pan; W.L. Wei; Y.L. Liu

doi:10.4028/www.scientific.net/AMR.393-395.1295

Paper Titles

Microencapsulation of Styrene/Epoxydiacrylate via In Situ Polymerization of Melamine-Formaldehyde
p.1279

Mine Dust Concentration Measurement Method Based on Model of Dust Concentration and Humidity
p.1283

N-Doped Cu₁₁O₂ (VO₄)₆ Photocatalyst Prepared by Sol-Gel Method
p.1287

New Progress of Plate Model of Chromatogram: Five Distinct Plate Numbers
p.1291

Numerical Simulation of 2D Flood Fliud on Unstructured Grid
p.1295

Numerical Simulation of Hydraulic Characteristic of Oxidation Ditch
p.1300

Nutrient Removal from Polluted River Water by Using Vertical and Horizontal Subsurface Flow Constructed Wetlands
p.1304

Optimized Environmental Conditions for Petroleum Degradation of Strain B1 by Orthogonal Test
p.1308

Organic/Inorganic Self-Assembled Film Based on a Perylenetetracarboxylic Diimide Derivative/CdS
p.1313

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 393-395Numerical Simulation of 2D Flood Fliud on...

Numerical Simulation of 2D Flood Fliud on Unstructured Grid

Abstract:

This paper is concerned with a mathematical model for simulating hydrodynamics of 2D flood flows with the WENO scheme and the Finite Volume Method on unstructured grid. The time discretization uses the Runge-Kutta TVD scheme. By using the proposed model, we calculated the flow property of dam-break, and obtained the flow velocity field distributions. The calculated results show that the WENO scheme has higher accuracy and better stability, and has the ability to automatically capture shock waves, and may suppress the oscillations of numerical solution. This model can effectively simulate the hydrodynamics of 2D river flow with irregular boundaries.

You might also be interested in these eBooks

Biotechnology, Chemical and Materials Engineering

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 393-395)

Pages:

1295-1299

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.393-395.1295

Citation:

Cite this paper

Online since:

November 2011

Authors:

Y.L. Pan, W.L. Wei, Y.L. Liu

Keywords:

Flood, Simulation, Unstructured Grid, WENO Scheme

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Hu K Mingham C G and Causon D M . A bore-capture finite volume method for open-channel flows . Int. J. Numer. Methods in Fluids, 1998, 28: p.1241~1261.

DOI: 10.1002/(sici)1097-0363(19981130)28:8<1241::aid-fld772>3.0.co;2-2

Google Scholar

[2] Anastansious K , and Chan C T . Solution of the 2D shallow water equations using the finite volume method on unstructured triangular meshes. Int. J. Numer. Methods in fluids, 1997, 24: pp.1225-1245.

DOI: 10.1002/(sici)1097-0363(19970615)24:11<1225::aid-fld540>3.0.co;2-d

Google Scholar

[3] Mingham C G, and Causon D M. High-resolution finite volume method for shallow water flows. J. Hydr. Engrg., ASCE, 1998, 124: pp.605-614.

DOI: 10.1061/(asce)0733-9429(1998)124:6(605)

Google Scholar

[4] Glaister P. Flux difference splitting for open channel flows. Int. J. Numer. Methods in fluids, 1993, 16: pp.629-654.

DOI: 10.1002/fld.1650160706

Google Scholar

[5] ZHAO Di-hua. Finite volume method and Lieman approximate solution model for two-dimensional water flow and water quality [J]. Water Scientific Advance. 2000 Vol. 11(4): 368~373.

Google Scholar

[6] Roe, P. L. Approximate Riemann solvers, parameter vectors and difference schemes. J. Comp Phys. 1981，43：357~359.

Google Scholar

[7] ZHANG Han-xin, SHEN Meng-yu. Computational Hydromechanics Difference Method Principle with applications [M]. Beijing: Defense Industry Publishing House . (2003).

Google Scholar

[8] WEI Wen-li, Computational Hydromechanics theory with applications, Xian: Shanxi Science And Technology Publishing House, (2001).

Google Scholar