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永定新河二维输沙有限元数值模拟
A finite element method for two dimensional numerical sediment transport in tidal current of New Yongding River
【摘要】 本文应用不平衡输沙原理,并采用一种集中质量矩阵的“迎风”有限元方法对二维泥沙扩散问题建立了数学模型.该模型对永定新河北塘河口作了数值模拟计算,计算的结果与实测的水位、流速、含沙量过程进行了验证,验证结果是合理的.
【Abstract】 In the paper, a two dimensional mathematical model for suspended sediment by an upwind finite element with lumped coefficients is put forward based on the theory of nonequilibrium transport of sediment, which has been applied in Beitang, the estuary of the New Youngding River. Computational results of water level, velocity and concentration of suspended sediment demonstrate the principal characteristics of observation.
【关键词】 不平衡输沙;
集中质量;
迎风有限元;
二维数值模拟;
【Key words】 nonequilibrium transport of sediment; lumped coefficient; upwind finite element; two dimensional numerical simulation.;
【Key words】 nonequilibrium transport of sediment; lumped coefficient; upwind finite element; two dimensional numerical simulation.;
- 【文献出处】 泥沙研究 ,JOURNAL OF SEDIMENT RESEARCH , 编辑部邮箱 ,1996年04期
- 【分类号】TV142
- 【被引频次】23
- 【下载频次】94