吉林市某场址无承压含水层扩散试验研究

W. Dong, Ruiqing Wang
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引用次数: 0

摘要

分散参数是建立地下水溶质运移模型的一个重要参数。在吉林市某场地进行了以氯化钠为示踪剂的弥散试验,采用标准曲线比较法求解了自然流场下含水层的弥散参数。试验结果表明,在自然流场下,吉林市无侧限含水层的纵向离散度为0.400m,横向离散度为1.933×10-5~6.557×10-3m;垂直扩散系数为0.246m2d,横向扩散系数为1.191×10-5~4.039×10-3m2d。上述结果可为建立地下水溶质运移模型提供重要的参数依据,准确预测地下水污染物浓度的时空变化,制定地下水污染防治方案。
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Experimental Study on Dispersion of Unconfined Aquifer in a Site of Jilin City
Dispersion parameter is an important parameter for the establishment of groundwater solute transport model.The dispersion test uses sodium chloride as a tracer,which was conducted in a site in Jilin City.The standard curve comparison method was used to solve the dispersion parameters of the aquifer under the natural flow field.The test results show that under the natural flow field,the longitudinal dispersion of unconfined aquifer in Jilin City is 0.400m,and the lateral dispersion is 1.933×10-5~6.557×10-3m;while the vertical dispersion coefficient is 0.246m2d,the lateral dispersion coefficient is 1.191×10-5~4.039×10-3m2d.The above results can provide an important parameter basis for the establishment of groundwater solute transport model,the accurate prediction of temporal and spatial variation of pollutant concentration in groundwater and the formulation of groundwater pollution prevention and control scheme.
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