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

被引:6
作者
He, Cairong [1 ]
Wang, Tongke [1 ]
Zhao, Zhixue [1 ]
Hao, Yonghong [2 ]
Yeh, Tian-Chyi J. [1 ,3 ]
Zhan, Hongbin [4 ,5 ]
机构
[1] Tianjin Normal Univ, Coll Math Sci, Tianjin 300387, Peoples R China
[2] Tianjin Normal Univ, Tianjin Key Lab Water Resources & Environm, Tianjin 300387, Peoples R China
[3] Univ Arizona, Dept Hydrol & Water Resources, John Harshbarger Bldg,1133 E North Campus Dr, Tucson, AZ 85721 USA
[4] Texas A&M Univ, Dept Geol & Geophys, College Stn, TX 77843 USA
[5] China Univ Geosci, Sch Environm Studies, Wuhan 430074, Hubei, Peoples R China
基金
中国国家自然科学基金;
关键词
Submarine groundwater discharge (SGD); Fracture; Solute transport; Laplace transform; Finite difference method; Sea level fluctuation; MATRIX SYSTEM; FLUCTUATION; FLOW;
D O I
10.1016/j.jconhyd.2017.08.012
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
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.
引用
收藏
页码:1 / 9
页数:9
相关论文
共 33 条
[1]  
[Anonymous], 2005, THESIS
[2]   Groundwater response to tidal fluctuation in a sloping leaky aquifer system [J].
Asadi-Aghbolaghi, Mahdi ;
Chuang, Mo-Hsiung ;
Yeh, Hund-Der .
APPLIED MATHEMATICAL MODELLING, 2012, 36 (10) :4750-4759
[3]   Tidal effects on groundwater dynamics in unconfined aquifers [J].
Ataie-Ashtiani, B ;
Volker, RE ;
Lockington, DA .
HYDROLOGICAL PROCESSES, 2001, 15 (04) :655-669
[4]   Horizontal pre-asymptotic Solute transport in a plane fracture with significant density contrasts [J].
Bouquain, J. ;
Meheust, Y. ;
Davy, P. .
JOURNAL OF CONTAMINANT HYDROLOGY, 2011, 120-21 :184-197
[5]   A generalized solution for groundwater head fluctuation in a tidal leaky aquifer system [J].
Chuang, Mo-Hsiung ;
Yeh, Hund-Der .
JOURNAL OF EARTH SYSTEM SCIENCE, 2011, 120 (06) :1055-1066
[6]  
COHEN A. M., 2007, Numerical methods for Laplace transform inversion
[8]   NUMERICAL-METHODS FOR CONVECTION-DOMINATED DIFFUSION-PROBLEMS BASED ON COMBINING THE METHOD OF CHARACTERISTICS WITH FINITE-ELEMENT OR FINITE-DIFFERENCE PROCEDURES [J].
DOUGLAS, J ;
RUSSELL, TF .
SIAM JOURNAL ON NUMERICAL ANALYSIS, 1982, 19 (05) :871-885
[9]  
Duffy D.G., 2004, Transform methods for solving partial differential equations, VSecond
[10]   Terrestrial-originated submarine groundwater discharge through deep multilayered aquifer systems beneath the seafloor [J].
Guo, Qiaona ;
Li, Hailong .
HYDROLOGICAL PROCESSES, 2015, 29 (02) :295-309