Applied Mathematics and Mechanics (English Edition) ›› 2002, Vol. 23 ›› Issue (7): 741-747.
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WANG Jia-song1, HE You-sheng2
Received:2001-06-08
Revised:2002-02-28
Online:2002-07-18
Published:2002-07-18
Supported by:2010 MSC Number:
WANG Jia-song;HE You-sheng. HIGH-RESOLUTION NUMERICAL MODEL FOR SHALLOW WATER FLOWS AND POLLUTANT DIFFUSIONS. Applied Mathematics and Mechanics (English Edition), 2002, 23(7): 741-747.
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| [1] Elder J W. The dispersion of marked fluid in turbulent shear flow[J]. J Fluid Mech,1959,(5):546-560. [2] WANG Jia-song, NI Han-gen. A high-resolution finite-volume method for shallow water equations[J]. J of Hydrodynamics, Ser B,2000,(1):35-41. [3] WANG Jia-song, NI Han-gen, HE You-sheng. Finite-difference TVD scheme for computation of dam-break problems[J]. ASCE J Hydr Eng,2000,126(4):253-262. [4] WANG Jia-song.Finite-difference and finite volume high-resolution methods for shallow water flow and pollutant diffusion[R].Post Doc Report of Shanghai Jiaotong University,2000,8.(in Chinese). [5] Yang J Y, Hsu C A. Computations of free surface flows, part 2: 2D unsteady bore diffraction[J]. J Hydr Res,1993,31(3):403-412. [6] CHEN Jing-ren.Turbulence Models and Finite-Analysis Method[M].Shanghai:Shanghai Jiaotong University Press,1989.(in Chinese). [7] McGuirk J J, Rodi W. A depth-averaged mathematical model for the near field of side discharges into open channel flow[J]. J Fluid Mech,1978,86(4):761-781. [8] Ye J. McCorquodale J A. Depth-averaged hydrodynamics model in curvilinear collocated grid[J]. ASCE J Hydr Eng,1997,123(3):380-388. [9] Demuren A O, Rodi W. Side discharge into open channels: Mathematical model[J]. ASCE J Hydr Eng,1982,109(12):1707-1722. |
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