| 污水在水体中的稀释扩散及稀释度的计算 |
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| 引用本文： | 徐高田 韦鹤平. 污水在水体中的稀释扩散及稀释度的计算[J]. 环境污染与防治, 1997, 19(3): 42-44 |
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| 作者姓名： | 徐高田 韦鹤平 |
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| 作者单位： | 同济大学环境工程学院!上海200092 |
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| 摘 要： | 结合长江白龙港水域水力模型试验对污水排海工程中污水稀释扩散的机理进行了描述，并对污水的两种稀释度（浓度释稀度和体积稀释度）进行了分析比较，得出了在污染物本底值存在时两种稀释度之间的关系。
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| 关 键 词： | 排海工程 稀释扩散 稀释度 计算 污水 水体 |
Dilution and Dispersion of Wastewater in the Sea Outfall Engineering and the Dilution Degree Calculation |
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| Xu Gaotian, Wei Heping. Dilution and Dispersion of Wastewater in the Sea Outfall Engineering and the Dilution Degree Calculation[J]. Environmental Pollution & Control, 1997, 19(3): 42-44 |
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| Authors: | Xu Gaotian Wei Heping |
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| Abstract: | On the basis of the hydraulic model of Bailong Gang Zone, Yangtze River, the law of the di-lution and dispersion of the wastewater in the sea outfall engineering was described. Twodifferent dilution degrees (volumetric dilution degree and concentrational dilution degree) wereanalyzed and compared; The relationship between the two dilution degrees was achieved. |
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| Keywords: | Sea outfall engineering Dilution and dispersion Volumetric dilution degree Concentrational dilution degree |
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