Citation: | ZHENG Tianyuan, XIN Xiao, WANG He, GAO Shaobo, LIU Lecheng, ZHANG Bo, ZHENG Xilai, LUO Jian. Effect of cut-off walls on submarine groundwater discharge in non-isothermal conditions[J]. Hydrogeology & Engineering Geology, 2025, 52(1): 1-11. doi: 10.16030/j.cnki.issn.1000-3665.202408027 |
Temperature could change the migration characteristics of coastal groundwater. However, research on groundwater discharge processes under the influences of cut-off walls has been limited to isothermal conditions. This study built a two-dimensional numerical model coupling groundwater flow and salt transport in non-isothermal conditions at the site scale to investigate the impact of cut-off walls on groundwater discharge processes, considering the thermal effect. We focused on the dynamic characteristics of submarine groundwater discharge in non-isothermal conditions which are common in reality. This research quantitatively assessed the influence of seawater temperature on groundwater discharge flux (Q) and relative discharge flux (Q'). The results indicate that, under high-temperature seawater conditions, the timescale for Q' to reach equilibrium is significantly reduced. Specifically, higher freshwater temperatures and lower seawater temperatures could result in a greater Q'. However, when the seawater temperature exceeded the groundwater temperature by 15°C, reverse circulation is more likely to develop in the saltwater zone, which accelerates groundwater circulation and increases the total groundwater discharge into the sea, resulting in a corresponding rise in the Q' value. This study is significant for cut-off wall structure optimization and coastal groundwater sustainable utilization.
[1] | ALLOW K A. The use of injection wells and a subsurface barrier in the prevention of seawater intrusion:A modelling approach[J]. Arabian Journal of Geosciences,2012,5(5):1151 − 1161. doi: 10.1007/s12517-011-0304-9 |
[2] | THOMAS B F,FAMIGLIETTI J S. Identifying climate-induced groundwater depletion in GRACE observations[J]. Scientific Reports,2019,9(1):4124. doi: 10.1038/s41598-019-40155-y |
[3] | KETABCHI H,MAHMOODZADEH D,ATAIE-ASHTIANI B,et al. Sea-level rise impacts on seawater intrusion in coastal aquifers:Review and integration[J]. Journal of Hydrology,2016,535:235 − 255. doi: 10.1016/j.jhydrol.2016.01.083 |
[4] | MELET A,MEYSSIGNAC B,ALMAR R,et al. Under-estimated wave contribution to coastal sea-level rise[J]. Nature Climate Change,2018,8(3):234 − 239. doi: 10.1038/s41558-018-0088-y |
[5] | LUYUN R,MOMII K,NAKAGAWA K. Laboratory-scale saltwater behavior due to subsurface cutoff wall[J]. Journal of Hydrology,2009,377(3/4):227 − 236. |
[6] | ISHIDA S,KOTOKU M,ABE E,et al. Construction of subsurface dams and their impact on the environment[J]. RMZ/Materials and Geoenvironment,2003(1):50. |
[7] | KIM J T,CHOO C O,KIM M I,et al. Validity evaluation of a groundwater dam in Oshipcheon River,eastern Korea using a SWAT–MODFLOW model[J]. Environmental Earth Sciences,2017,76(22):769. doi: 10.1007/s12665-017-7085-8 |
[8] | SUN Qiguo,ZHENG Tianyuan,ZHENG Xilai,et al. Effectiveness and comparison of physical barriers on seawater intrusion and nitrate accumulation in upstream aquifers[J]. Journal of Contaminant Hydrology,2021,243:103913. doi: 10.1016/j.jconhyd.2021.103913 |
[9] | ISHIDA S,TSUCHIHARA T,YOSHIMOTO S,et al. Sustainable use of groundwater with underground dams[J]. Japan Agricultural Research Quarterly,2011,45(1):51 − 61. doi: 10.6090/jarq.45.51 |
[10] | NAWA N,MIYAZAKI K. The analysis of saltwater intrusion through Komesu underground dam and water quality management for salinity[J]. Paddy and Water Environment,2009,7(2):71 − 82. doi: 10.1007/s10333-009-0154-1 |
[11] | SENTHILKUMAR M,ELANGO L. Modelling the impact of a subsurface barrier on groundwater flow in the lower Palar River basin,southern India[J]. Hydrogeology Journal,2011,19(4):917 − 928. doi: 10.1007/s10040-011-0735-0 |
[12] | 邢万里,陈小刚,杜金洲. 基于镭同位素示踪的嵊泗高场湾海底地下水排放[J]. 海洋环境科学,2019,38(6):817 − 824. [XING Wanli,CHEN Xiaogang,DU Jinzhou. Using radium isotopes to estimate SGD flux in Gaochang bay,Shengsi[J]. Marine Environmental Science,2019,38(6):817 − 824. (in Chinese with English abstract)] doi: 10.12111/j.mes20190601 XING Wanli, CHEN Xiaogang, DU Jinzhou. Using radium isotopes to estimate SGD flux in Gaochang bay, Shengsi[J]. Marine Environmental Science, 2019, 38(6): 817 − 824. (in Chinese with English abstract) doi: 10.12111/j.mes20190601 |
[13] | MOORE W S. The effect of submarine groundwater discharge on the ocean[J]. Annual Review of Marine Science,2010,2(1):59 − 88. doi: 10.1146/annurev-marine-120308-081019 |
[14] | 张成成. 镭同位素评估辽东湾海底地下水排泄及其携带营养盐通量[D]. 北京:中国地质大学(北京),2018. [ZHANG Chengcheng. Estimating submarine groundwater discharge and associated nutrient fluxes into Liaodong Bay using radium isotopes[D]. Beijing:China University of Geosciences (Beijing),2018. (in Chinese with English abstract)] ZHANG Chengcheng. Estimating submarine groundwater discharge and associated nutrient fluxes into Liaodong Bay using radium isotopes[D]. Beijing: China University of Geosciences (Beijing), 2018. (in Chinese with English abstract) |
[15] | WANG Xuejing,LI Hailong,JIAO Jiu Jimmy,et al. Submarine fresh groundwater discharge into Laizhou Bay comparable to the Yellow River flux[J]. Scientific Reports,2015,5(1):8814. doi: 10.1038/srep08814 |
[16] | CHANG Qinpeng,ZHENG Tianyuan,ZHENG Xilai,et al. Effect of subsurface dams on saltwater intrusion and fresh groundwater discharge[J]. Journal of Hydrology,2019,576:508 − 519. doi: 10.1016/j.jhydrol.2019.06.060 |
[17] | ZHANG Jiaxu,LU Chunhui,SHEN Chengji,et al. Flow and transport in coastal aquifer-aquitard systems:Experimental and numerical analysis[J]. Water Resources Research,2024,60(4):e2023WR035200. doi: 10.1029/2023WR035200 |
[18] | ZHANG Jiaxu,LU Chunhui,ZHANG Chenming. Dense contaminants mixing into the saltwater wedge in coastal aquifers:Laboratory and numerical investigations[J]. Water Resources Research,2024,60(7):e2024WR037452. doi: 10.1029/2024WR037452 |
[19] | CANTALICE JOS EACUTE R B,VICTOR C P,VIJAY P S,et al. Hydrology and water quality of a underground dam in a semiarid watershed[J]. African Journal of Agricultural Research,2016,11(28):2508 − 2518. doi: 10.5897/AJAR2016.11163 |
[20] | CHANG Qinpeng,ZHENG Tianyuan,CHEN Youyuan,et al. Investigation of the elevation of saltwater wedge due to subsurface dams[J]. Hydrological Processes,2020,34(22):4251 − 4261. doi: 10.1002/hyp.13863 |
[21] | BENZ S A,BAYER P,BLUM P. Global patterns of shallow groundwater temperatures[J]. Environmental Research Letters,2017,12(3):034005. doi: 10.1088/1748-9326/aa5fb0 |
[22] | NGUYEN T T M,YU Xiayang,PU Li,et al. Effects of temperature on tidally influenced coastal unconfined aquifers[J]. Water Resources Research,2020,56(4):e2019WR026660. doi: 10.1029/2019WR026660 |
[23] | LOCARNINI M M,MISHONOV A V,BARANOVA O K,et al. World Ocean Atlas 2018,Volume 1:Temperature[M]. [S.l.]:NOAA Atlas NESDIS 81,2018:52. |
[24] | OUDE ESSINK G H P. Improving fresh groundwater supply—Problems and solutions[J]. Ocean & Coastal Management,2001,44(5/6):429 − 449. |
[25] | PU Li,XIN Pei,NGUYEN T T M,et al. Thermal effects on flow and salinity distributions in coastal confined aquifers[J]. Water Resources Research,2020,56(10):e2020WR027582. doi: 10.1029/2020WR027582 |
[26] | 杨辉瑜,郑西来,郑天元,等. 海水入侵含水层的非等温过程数值模拟研究[J]. 工程勘察,2022,50(12):39 − 46. [YANG Huiyu,ZHENG Xilai,ZHENG Tianyuan,et al. Numerical simulation of nonisothermal process of seawater intrusion in coastal aquifer[J]. Geotechnical Investigation & Surveying,2022,50(12):39 − 46. (in Chinese with English abstract)] doi: 10.3969/j.issn.1000-1433.2022.12.gckc202212008 YANG Huiyu, ZHENG Xilai, ZHENG Tianyuan, et al. Numerical simulation of nonisothermal process of seawater intrusion in coastal aquifer[J]. Geotechnical Investigation & Surveying, 2022, 50(12): 39 − 46. (in Chinese with English abstract) doi: 10.3969/j.issn.1000-1433.2022.12.gckc202212008 |
[27] | JAMSHIDZADEH Z,TSAI F T C,AHMAD MIRBAGHERI S,et al. Fluid dispersion effects on density-driven thermohaline flow and transport in porous media[J]. Advances in Water Resources,2013,61:12 − 28. doi: 10.1016/j.advwatres.2013.08.006 |
[28] | 高明鹏,郑西来,郑天元,等. 截渗墙作用下滨海地下水渗流与排泄特征[J]. 中国海洋大学学报(自然科学版),2022,52(4):111 − 119. [GAO Mingpeng,ZHENG Xilai,ZHENG Tianyuan,et al. Seepage and discharge characteristics of coastal groundwater under the action of the cutoff wall[J]. Periodical of Ocean University of China(Science & Technology Edition),2022,52(4):111 − 119. (in Chinese with English abstract)] GAO Mingpeng, ZHENG Xilai, ZHENG Tianyuan, et al. Seepage and discharge characteristics of coastal groundwater under the action of the cutoff wall[J]. Periodical of Ocean University of China(Science & Technology Edition), 2022, 52(4): 111 − 119. (in Chinese with English abstract) |
Conceptual model
Transient distributions of groundwater flow and saltwater wedge after installation of 26 m-height wall at 70 m from the sea boundary for 0, 2, 25, 40 years under isothermal conditions
Distributions of hydraulic conductivity (Kf) after installation of 26 m-height cut-off wall at 70 m from the sea boundary for 0, 2, and 40 years at seawater temperatures of 20 °C (a), 5 °C (b), and 35 °C (c)
Characteristics of groundwater seepage and saltwater wedge before the installation of the wall (a) and after the wall was installed at 50 years during the initial stress period (b) at seawater temperatures of 35 °C
Groundwater discharge flux (a) and percentage of groundwater discharge flux (b) with different seawater temperatures (Ts)
Distributions of hydraulic conductivity (Kf) after installation of 26 m-height cut-off wall at 70 m from the sea boundary for 0, 2, and 40 years at freshwater temperatures of 20 °C (a), 5 °C (b), and 35 °C (c)
Distributions of salinity and flow field at the initial state (a−c) and the state when the relative groundwater discharge flux reaches equilibrium (d−f) under different groundwater temperatures
Relative groundwater discharge flux (Q') with different freshwater temperatures (Tf)
Isopleth maps of groundwater discharge after the end of the first transient stress period (a), groundwater discharge flux (b) and relative groundwater discharge flux (c) after wall construction with different temperature combinations
Initial groundwater discharge flux (Q0) when the seawater temperature (Ts) is 35 °C (a) and 30 °C (b), with different groundwater temperatures (Tf) at seawater intrusion stage