Numerical Simulation of Hydraulic Jump

Article Preview

Abstract:

This paper is concerned with a mathematical model for numerical simulation of 2D flow accompanied with a hydraulic jump. The governing water equations are solved by the MacCormack’s predictor-corrector technique. The mathematical model is used to numerically predict 2D hydraulic jump in a rectangular open channel. The comparison and the analysis show that the proposed method is accurate, reliable and effective in simulation of hydraulic jump flows.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 374-377)

Pages:

643-646

Citation:

Online since:

October 2011

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[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] M Hanif Chaudhry. Computation of supercritical free-surface flows. Journal of Hydraulic Engineering .ASCE, 1988, 114:1101~1117

Google Scholar

[6] Johannes Vassiliou Soulis: A numerical method for subcritical and supercritical open channel flow calculation ,International Journal for Numerical Method in Fluids, 1991,12:1021~1023

DOI: 10.1002/fld.1650130404

Google Scholar