南京大学学报(自然科学版) ›› 2011, Vol. 47 ›› Issue (3): 281–290.

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 咸/ 卤水入侵越流含水层的数值模拟: 以山东省莱州湾南岸为例*

(

 韩 非 1, 2 ** , 吴吉春 2 , 张永祥 3   

  • 出版日期:2015-04-10 发布日期:2015-04-10
  • 作者简介: 1. 中国航空工业勘察设计研究院有限公司, 北京, 100098;
    2. 南京大学地球科学与工程学院水科学系, 南京, 210093;
    3. 北京工业大学建筑工程学院, 北京, 100026)
  • 基金资助:
     国家自然科学基金( 49772161)

 Numerical simulation for the salt/ brine water intrusionin a leaky aquifer: A case study of the southern beach of Laizhou Bay, eastern China

 H an Fei 1 , Wu Ji-Chun 2 , Zhang Yong-Xiang 3
  

  • Online:2015-04-10 Published:2015-04-10
  • About author: (1. Institute of Geotechnical Engineering Limited, Aviation Industry Corporation of China, Beijing, 100098,
    China; 2. Department of Hydrosciences, School of Earth Sciences and Engineering, Nanjing University, Nanjing,
    210093, China; 3. College of Architectural Engineering, Beijing University of Technology, Beijing, 100026, China)

摘要:  本文建立了咸/ 卤水入侵条件下考虑越流的地下水数学模型. 该模型能同时考虑地下水密度与动力粘滞系数非线性变化的影响, 高浓度梯度存在对水流运动造成的影响, 水岩间的阳离子交换和越
流作用. 此外, 为了提高计算速度, 还设计了特征后退点的快速搜索算法并引用了对数 Kriging 插值方法, 效果显著. 本文提出的模型应用于描述莱州湾南岸多层含水层的咸) 淡水界面运移特征, 模拟效果
良好. 还应用与求逆问题时不同的数据对模型进行了验证. 拟合与验证结果均表明, 该数学模型是可靠的, 合理的.

Abstract:  A mathematical model for salt/ brine water intrusion into leaky aquifer system has been developed to simulate the spatial and temporal evolution of hydraulic heads and ion concentrations of the groundwater near the
east- northern coast in Laizhou Bay, Shandong Province. One important issue in developing mathematical model is to accommodate the nonlinear connection of the hydraulic head with the density and the viscosity of groundwater,
intercrossed effect caused by apparent concentration difference, positive ion exchange between water and soil, leaky actions. Also, log Kriging interpolation and rapid searching arithmetic of characteristic back points is shown to be
computationally efficient. The mathematical model is numerically solved to describe the motion of interface between salt water and fresh water in the southern beach of Laizhou Bay, the simulated values of the hydraulic head and the
ion concentration of groundwater agree very well with the field data, model is also verified by the data that is different from the calibration situation, results show that developing mathematical model is available.

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