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含内源污染平面二维水流-水质耦合模型
引用本文:龚春生,姚 琪,范成新,赵棣华. 含内源污染平面二维水流-水质耦合模型[J]. 水利学报, 2006, 37(2): 0205-0209
作者姓名:龚春生  姚 琪  范成新  赵棣华
作者单位:河海大学,环境科学与环境工程学院,江苏,南京,210098;中国科学院,南京地理与湖泊研究所,江苏,南京,210008;南京水利科学研究院,江苏,南京,210024
基金项目:国家高技术研究发展计划(863计划);中国科学院知识创新工程项目
摘    要:本文从紊动扩散理论出发根据浅水湖泊紊流扰动特性,推导出包含底泥污染的水质控制方程,并与浅水方程耦合,建立相应的平面二维水流-水质-底泥污染的数值模型。模型在有限体积法框架下应用黎曼近似解求得耦合方程的数值解。并以玄武湖为例进行模型验证。结果表明,数值解与实测值较吻合,证明预测结果可信。

关 键 词:底泥污染  有限体积法  黎曼近似解  对流扩散方程
文章编号:0559-9350(2006)02-0205-05
收稿时间:2004-10-15
修稿时间:2004-10-15

2-D plane flow-water quality-bed sediment pollutant coupled model
GONG Chun-sheng,YAO Qi,FAN Cheng-xin,ZHAO Di-hua. 2-D plane flow-water quality-bed sediment pollutant coupled model[J]. Journal of Hydraulic Engineering, 2006, 37(2): 0205-0209
Authors:GONG Chun-sheng  YAO Qi  FAN Cheng-xin  ZHAO Di-hua
Affiliation:1. Hohai University, Nanjing 210098, China; 2. Nanjing Institute of Geography and Limnology, CAS, Nanjing, China; 3. Nanjing Institute of Hydraulic Science, Nanjing 210024, China
Abstract:The control equation of water quality considering the bed sediment pollutant is deduced according to the characteristics of turbulent disturbance. The equation is coupled with shallow flow equation to establish the depth averaged 2-D plane flow-water quality-sediment pollutant transport model. Under the framework of finite volume method, the Riemann approximate solver is applied to obtain the numerical solution of the equation. The model is used to simulate the total phosphorus transport in the Xuanwu Lake, Nanjing. The result is in good agreement with observation data.
Keywords:flow-water quality-bed sediment pollutant coupled model   finite volume method   Riemann approximate solver   advection-dispersion equation
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