Combined effect of subsurface dam and layered heterogeneity on groundwater flow and salinity distribution in stratified coastal aquifers

被引:1
作者
Gao, Chao [1 ]
Kong, Jun [1 ]
Wang, Jun [1 ]
Zhou, Tong [1 ]
Wen, Yuncheng [2 ]
机构
[1] Hohai Univ, Key Lab Coastal Disaster & Protect, Minist Educ, Nanjing 210000, Peoples R China
[2] Nanjing Hydraul Res Inst, Nanjing 210000, Peoples R China
基金
中国国家自然科学基金;
关键词
stratified; subsurface dams; saltwater intrusion; residual saltwater; natural removal; SALTWATER INTRUSION; CUTOFF WALLS; NITRATE; SYSTEM; IMPACT; FATE;
D O I
10.1007/s13131-023-2255-x
中图分类号
P7 [海洋学];
学科分类号
0707 ;
摘要
In this paper, for the first time, we investigated the combined effect of subsurface dams and a typical stratified aquifer (two high-permeability layers with a low-permeability layer between them) on groundwater flow and salinity distribution in a tidally influenced coastal unconfined aquifer. Subsurface dams can inhibit the invasion of saltwater, and the low-permeability layer (LPL) and tide action can increase the effect of subsurface dams and the removal rate of residual saltwater. Through sensitivity analysis, it was discovered that shifting the dam location towards the inland resulted in a reduction in the effective heights of the dam. The upper saline plume contracted with increasing dam height, and the upper boundary of LPL was moved to shallower regions. And the natural removal time increased significantly with increasing dam height and the bottom boundary of LPL was moved to deeper regions. In addition, if the dam location was close to the sea boundary and the bottom boundary of LPL was moved to deeper regions, we could increase the subsurface dam height to reduce the risks of control of saltwater intrusion. This study provides us a comprehensive understanding of the complex hydrodynamics of saltwater intrusion and provides guides for the design of subsurface dams aimed at saltwater intrusion control in stratified coastal aquifers.
引用
收藏
页码:49 / 60
页数:12
相关论文
共 53 条
[1]   A new physical barrier system for seawater intrusion control [J].
Abdoulhalik, Antoifi ;
Ahmed, Ashraf ;
Hamill, G. A. .
JOURNAL OF HYDROLOGY, 2017, 549 :416-427
[2]   The effectiveness of cutoff walls to control saltwater intrusion in multi-layered coastal aquifers: Experimental and numerical study [J].
Abdoulhalik, Antoifi ;
Ahmed, Ashraf A. .
JOURNAL OF ENVIRONMENTAL MANAGEMENT, 2017, 199 :62-73
[3]   Influence of tides and waves on the fate of nutrients in a nearshore aquifer: Numerical simulations [J].
Anwar, N. ;
Robinson, C. ;
Barry, D. A. .
ADVANCES IN WATER RESOURCES, 2014, 73 :203-213
[4]  
Bear J., 1972, DYNAMICS FLUIDS PORO
[5]   Laboratory scale simulation of hydraulic barriers to seawater intrusion in confined coastal aquifers considering the effects of stratification [J].
Botero-Acosta, A. ;
Donado, L. D. .
7TH GROUNDWATER SYMPOSIUM OF THE INTERNATIONAL ASSOCIATION FOR HYDRO-ENVIRONMENT ENGINEERING AND RESEARCH (IAHR), 2015, :36-43
[6]   DEVELOPING JOINT PROBABILITY-DISTRIBUTIONS OF SOIL-WATER RETENTION CHARACTERISTICS [J].
CARSEL, RF ;
PARRISH, RS .
WATER RESOURCES RESEARCH, 1988, 24 (05) :755-769
[7]   How to cope with downstream groundwater deterioration induced by cutoff walls in coastal aquifers [J].
Chang, Qinpeng ;
Zheng, Tianyuan ;
Gao, Chenchen ;
Zheng, Xilai ;
Walther, Marc .
JOURNAL OF HYDROLOGY, 2022, 610
[8]   Effect of subsurface dams on saltwater intrusion and fresh groundwater discharge [J].
Chang, Qinpeng ;
Zheng, Tianyuan ;
Zheng, Xilai ;
Zhan, Bo ;
Sun, Qiguo ;
Walther, Marc .
JOURNAL OF HYDROLOGY, 2019, 576 :508-519
[9]   Percolation pond as a method of managed aquifer recharge in a coastal saline aquifer: A case study on the criteria for site selection and its impacts [J].
Christy, Raicy Mani ;
Lakshmanan, Elango .
JOURNAL OF EARTH SYSTEM SCIENCE, 2017, 126 (05)
[10]   Submarine groundwater discharge in response to the construction of subsurface physical barriers in coastal aquifers [J].
Fang, Yunhai ;
Qian, Jiazhong ;
Zheng, Tianyuan ;
Wang, Huan ;
Zheng, Xilai ;
Walther, Marc .
JOURNAL OF HYDROLOGY, 2023, 617