| 汾河太原城区段水质模型建立与应用 |
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| 引用本文： | 武胜忠,吕光清.汾河太原城区段水质模型建立与应用[J].太原理工大学学报,1998,29(1):48-50,56. |
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| 作者姓名： | 武胜忠 吕光清 |
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| 作者单位： | 太原理工大学 |
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| 摘 要： | 通过对汾河太原地区段污染现状分析，首先进行水质环境条件概化，在此基础上建立汾河太原城区段百稳定水质模型，用全隐式有际差分法进行数值计算，并对各监测断而未来污染物浓度进行是预报，最后，以该段出口断面水质功能为目标；对各排污支流的允许排放浓度进行优化调配。
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| 关 键 词： | 汾河 水质模型 污染监测 预测 河流 |
Development and Application of Water Quality Model of Taiyuan Reach,Fenhe River |
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| Wu,Shengzhong,Yuan,Lianju,Lu,Yiqing.Development and Application of Water Quality Model of Taiyuan Reach,Fenhe River[J].Journal of Taiyuan University of Technology,1998,29(1):48-50,56. |
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| Authors: | Wu Shengzhong Yuan Lianju Lu Yiqing |
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| Institution: | Dept. of Hydr. Engg. |
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| Abstract: | On the basis of analysing the polluted situation of Taiyuan reach,Fenhe river,present water quality environment is summarized,unsteady state water quality model is developed,and concentration of the pollutants in the monitored sectors is predicted.According to the demands for water quality in different river reaches,permissive discharged concentration of the pollutants in all drainage tributaries are optimally regulated. |
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| Keywords: | Fenhe rive water quality model finite difference method prediction optimal regulation |
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