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Finite‐Volume Two‐Dimensional Unsteady‐Flow Model for River Basins

Authors :
W. Y. Tan
D. H. Zhao
H. W. Shen
G. Q. Tabios
Jihn-Sung Lai
Source :
Journal of Hydraulic Engineering. 120:863-883
Publication Year :
1994
Publisher :
American Society of Civil Engineers (ASCE), 1994.

Abstract

The paper presents a two‐dimensional unsteady‐flow model, RBFVM‐2D, based on the finite‐volume method with a combination of unstructured triangular and quadrilateral grids in a river‐basin system. The attractive feature of this model is that it calculate of the mass and momentum flux across each side of elements as a Riemann problem, which is solved using the Osher scheme. This feature enables this model to deal with the wetting and drying processes for flood‐plain and wetland studies, dam breaking phenomena involving discontinuous flows, subcritical and supercritical flows, and other cases. The computations of tributary inflows and regulated flows through gates, weirs, and culverts or bridges are also included. Sample applications of this model to two dam‐break problems showed fairly satisfactory results. Also, this model was applied to a portion of the Kissimmee River Basin in Florida for flow simulations and the results agreed well with the field and laboratory data in a physical‐model study of this ri...

Details

ISSN :
19437900 and 07339429
Volume :
120
Database :
OpenAIRE
Journal :
Journal of Hydraulic Engineering
Accession number :
edsair.doi...........364eac946e98386fe2ea0eaf0fba144d
Full Text :
https://doi.org/10.1061/(asce)0733-9429(1994)120:7(863)