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作 者:JI Yong ZhANG Jie YAO ei ZHAO Di-hua
机构地区:[1]Nanchang Institute of Technology, Nanchang 330099, China [2]College of Environmental Science and Engineering, Hohai University, Nanjing 210098, China [3]Nanjing Hydraulic Research Institute, Nanjing 210098, China
出 处:《Journal of Hydrodynamics》2007年第4期501-508,共8页水动力学研究与进展B辑(英文版)
基 金:the National Natural Science Foundation of China (Grant No. 50239093);Nanjing Construction Commission (Grant No. 20050176).
摘 要:The governing equation for sediment pollutions was derived based on the turbulent diffusion of pollutants in shallow lakes. Coupled with shallow water equations, a depth-averaged 2-D flow and water quality model was developed. By means of the conservation law, a proposed differential equation for the change of sediment pollutants was linked to the 2-D equations. Under the framework of the finite volume method, the Osher approximate Riemann solver was employed to solve the equations. An analytical resolution was used to examine the model capabilities. Simulated results matched the exact solutions especially well. As an example, the simulation of CODMn in the Wuli Lake, a part of the Taihu lake, was conducted, which led to reasonable results. This study provides a new approach and a practical tool for the simulation of flow and water quality in shallow lakes.The governing equation for sediment pollutions was derived based on the turbulent diffusion of pollutants in shallow lakes. Coupled with shallow water equations, a depth-averaged 2-D flow and water quality model was developed. By means of the conservation law, a proposed differential equation for the change of sediment pollutants was linked to the 2-D equations. Under the framework of the finite volume method, the Osher approximate Riemann solver was employed to solve the equations. An analytical resolution was used to examine the model capabilities. Simulated results matched the exact solutions especially well. As an example, the simulation of CODMn in the Wuli Lake, a part of the Taihu lake, was conducted, which led to reasonable results. This study provides a new approach and a practical tool for the simulation of flow and water quality in shallow lakes.
关 键 词:SEDIMENT falling velocity TURBULENCE flow and water quality model finite volume method approximate Riemann solver shallow water equation advection-dispersion equation
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