摘要
结合长江口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。
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.
出处
《环境污染与防治》
CAS
CSSCI
CSCD
北大核心
1997年第3期42-44,共3页
Environmental Pollution & Control
关键词
排海工程
稀释扩散
稀释度
计算
污水
水体
Sea outfall engineering Dilution and dispersion Volumetric dilution degree Concentrational dilution degree
