Narayanan Dhanya, Eldho T I
Dept. of Civil Engineering, Indian Institute of Technology (IIT) Bombay, Mumbai, 400076, Maharashtra, India.
J Environ Manage. 2025 Jan;373:123747. doi: 10.1016/j.jenvman.2024.123747. Epub 2024 Dec 16.
Active saltwater intrusion (ASWI) accelerates and intensifies salinization due to buoyancy force-induced density differences and concurrent inland fresh groundwater flow. This study investigates saline groundwater (SGW) pumping as a remediation technique for ASWI through experimental and field-scale analyses in a layered aquifer system characterised by diminishing permeability with depth. Experiments demonstrated that higher permeability layers reduced length of intrusion (Ltoe) whereas lower permeability layers restricted vertical displacement. The SGW pumping would be effective for gentler gradient and could be achieved by positioning the SGW wells at a distance of approximately one-third distance between the freshwater well and the coastal boundary. This hypothesis was tested by applying it to a layered case study with real aquifer settings with comparable conductivity anisotropy. Field study results confirmed the hypothesis, but cumulative impact of pumping rates and SGW well positioning showed smaller wedge penetration than experimentation due to higher field scale dispersion, resulting in optimal location within one-fourth of the distance. Diverging saddle points explain this phenomenon, which is necessary to provide a pulling force greater than freshwater abstraction. In contrast, an aquifer with passive saltwater intrusion location of wells should be near the shoreline to direct the hydraulic gradient towards the seawater boundary. Simulation results suggested that SGW pumping rates should be three to four times freshwater pumping rates to maximise Ltoe reduction. The findings from this study will aid in determining the optimal locations for placing subsurface intake wells for desalination operations in an aquifer that is impacted by ASWI.
由于浮力引起的密度差异以及内陆淡水同时流动,活跃的海水入侵(ASWI)加速并加剧了盐碱化。本研究通过在一个渗透率随深度减小的分层含水层系统中进行实验和现场尺度分析,研究了抽取咸水地下水(SGW)作为ASWI修复技术的效果。实验表明,较高渗透率的层减少了入侵长度(Ltoe),而较低渗透率的层限制了垂直位移。SGW抽水对于较平缓的梯度将是有效的,并且可以通过将SGW井定位在淡水井与海岸边界之间距离的大约三分之一处来实现。通过将其应用于具有可比电导率各向异性的真实含水层设置的分层案例研究来检验这一假设。现场研究结果证实了这一假设,但由于现场尺度的分散性较高,抽水速率和SGW井定位的累积影响显示楔形体穿透比实验小,导致最佳位置在距离的四分之一以内。发散的鞍点解释了这一现象,这对于提供大于淡水抽取的拉力是必要的。相比之下,对于被动海水入侵的含水层,井的位置应靠近海岸线,以将水力梯度引向海水边界。模拟结果表明,SGW抽水速率应为淡水抽水速率的三到四倍,以最大程度地减少Ltoe。本研究的结果将有助于确定在受ASWI影响的含水层中放置用于海水淡化作业的地下取水口的最佳位置。