Treatment of natural geometry in finite volume river flow computations

被引:40
作者
Capart, H
Eldho, TI
Huang, SY
Young, DL
Zech, Y
机构
[1] Indian Inst Technol, Dept Civil Engn, Bombay 400076, Maharashtra, India
[2] Natl Taiwan Univ, Dept Civil Engn, Taipei 10617, Taiwan
[3] Natl Taiwan Univ, Hydrotech Res Inst, Taipei 10617, Taiwan
[4] Univ Catholique Louvain, Dept Civil Engn, Louvain, Belgium
来源
JOURNAL OF HYDRAULIC ENGINEERING-ASCE | 2003年 / 129卷 / 05期
关键词
open-channel flow; algorithms; geometry; flood routing; river systems;
D O I
10.1061/(ASCE)0733-9429(2003)129:5(385)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A method is proposed for the treatment of irregular bathymetry in one-dimensional finite volume computations of open-channel flow. The strategy adopted is based on a reformulation of the Saint-Venant equations. In contrast with the usual treatment of topography effects as source terms, the method accounts for slope and nonprismaticity by modifying the momentum flux. This makes it possible to precisely balance the hydrostatic pressure contributions associated with variations in valley geometry. The characteristic method is applied to the revised equations, yielding topographic corrections to the numerical fluxes of an upwind scheme. Further adaptations endow the scheme with an ability to capture transcritical sections and wetting fronts in channels of abrupt topography. To test the approach, the scheme is first applied to idealized benchmark problems. The method is then used to route a severe flood through a complex river system: the Tanshui in Northern Taiwan. Computational results compare favorably with gauge records. Discrepancies in water stage represent no more than a fraction of the magnitude of typical bathymetry variations.
引用
收藏
页码:385 / 393
页数:9
相关论文
共 37 条
[1]   FLUX DIFFERENCE SPLITTING FOR 1D OPEN CHANNEL FLOW EQUATIONS [J].
ALCRUDO, F ;
GARCIANAVARRO, P ;
SAVIRON, JM .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN FLUIDS, 1992, 14 (09) :1009-1018
[2]   APPROXIMATION OF SHALLOW-WATER EQUATIONS BY ROE RIEMANN SOLVER [J].
AMBROSI, D .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN FLUIDS, 1995, 20 (02) :157-168
[3]   UPWIND METHODS FOR HYPERBOLIC CONSERVATION-LAWS WITH SOURCE TERMS [J].
BERMUDEZ, A ;
VAZQUEZ, E .
COMPUTERS & FLUIDS, 1994, 23 (08) :1049-1071
[4]   Momentum transfer for practical flow computation in compound channels [J].
Bousmar, D ;
Zech, Y .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1999, 125 (07) :696-706
[5]   Finite-volume model for shallow-water flooding of arbitrary topography [J].
Bradford, SF ;
Sanders, BF .
JOURNAL OF HYDRAULIC ENGINEERING, 2002, 128 (03) :289-298
[6]  
BRASCHI G, 1992, COMPUTATIONAL MECH P, P381
[7]   Robust numerical treatment of flow transitions at drainage pipe boundaries [J].
Capart, H ;
Bogaerts, C ;
Kevers-Leclercq, J ;
Zech, Y .
WATER SCIENCE AND TECHNOLOGY, 1999, 39 (09) :113-120
[8]   Numerical and experimental water transients in sewer pipes [J].
Capart, H ;
Sillen, X ;
Zech, Y .
JOURNAL OF HYDRAULIC RESEARCH, 1997, 35 (05) :659-672
[9]  
Chaudhry M.H., 1993, OPEN CHANNEL FLOW
[10]  
Cunge J.A., 1980, PRACTICAL ASPECTS CO, VI