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海底地下水排放中通过水平裂缝的水头一维解析解及溶质运移数值解。

One-dimensional analytical solution for hydraulic head and numerical solution for solute transport through a horizontal fracture for submarine groundwater discharge.

作者信息

He Cairong, Wang Tongke, Zhao Zhixue, Hao Yonghong, Yeh Tian-Chyi J, Zhan Hongbin

机构信息

College of Mathematical Science, Tianjin Normal University, Tianjin 300387, China.

Tianjin Key Laboratory of Water Resources and Environment, Tianjin Normal University, Tianjin 300387, China.

出版信息

J Contam Hydrol. 2017 Nov;206:1-9. doi: 10.1016/j.jconhyd.2017.08.012. Epub 2017 Sep 18.

DOI:10.1016/j.jconhyd.2017.08.012
PMID:28964541
Abstract

Submarine groundwater discharge (SGD) has been recognized as a major pathway of groundwater flow to coastal oceanic environments. It could affect water quality and marine ecosystems due to pollutants and trace elements transported through groundwater. Relations between different characteristics of aquifers and SGD have been investigated extensively before, but the role of fractures in SGD still remains unknown. In order to better understand the mechanism of groundwater flow and solute transport through fractures in SGD, one-dimensional analytical solutions of groundwater hydraulic head and velocity through a synthetic horizontal fracture with periodic boundary conditions were derived using a Laplace transform technique. Then, numerical solutions of solute transport associated with the given groundwater velocity were developed using a finite-difference method. The results indicated that SGD associated with groundwater flow and solute transport was mainly controlled by sea level periodic fluctuations, which altered the hydraulic head and the hydraulic head gradient in the fracture. As a result, the velocity of groundwater flow associated with SGD also fluctuated periodically. We found that the pollutant concentration associated with SGD oscillated around a constant value, and could not reach a steady state. This was particularly true at locations close to the seashore. This finding of the role of fracture in SGD will assist pollution remediation and marine conservation in coastal regions.

摘要

海底地下水排泄(SGD)已被公认为是地下水流入沿海海洋环境的主要途径。由于污染物和微量元素通过地下水进行传输,它可能会影响水质和海洋生态系统。此前已对含水层的不同特征与海底地下水排泄之间的关系进行了广泛研究,但裂缝在海底地下水排泄中的作用仍然未知。为了更好地理解海底地下水排泄过程中地下水流动和溶质通过裂缝传输的机制,利用拉普拉斯变换技术推导了具有周期性边界条件的合成水平裂缝中地下水水头和流速的一维解析解。然后,使用有限差分法开发了与给定地下水流速相关的溶质运移数值解。结果表明,与地下水流动和溶质运移相关的海底地下水排泄主要受海平面周期性波动控制,海平面波动改变了裂缝中的水头和水头梯度。因此,与海底地下水排泄相关的地下水流速也会周期性波动。我们发现,与海底地下水排泄相关的污染物浓度围绕一个恒定值振荡,无法达到稳态。在靠近海岸的位置尤其如此。裂缝在海底地下水排泄中的这一作用发现将有助于沿海地区的污染修复和海洋保护。

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