ASSESSMENT OF SALINE WATER INTRUSION IN A COASTAL REGION OF KERALA, INDIA

IF 0.9 4区 环境科学与生态学 Q4 ENVIRONMENTAL SCIENCES
Hasna Ameena Puthiya Ottayil, A. Varughese, Gilsha Bai Edachalil Balan, Rema Kulangara Puthanmadathil
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Abstract

The behavior of groundwater flow in coastal aquifers is influenced by variations in salinity and density levels. Models for groundwater flow and solute transport are employed to analyze the impact of these variations. In this study, a groundwater flow and solute transport model was developed for the coastal aquifer of the Bharathapuzha River. Visual MODFLOW 2.8.1 and MT3D were utilized for modeling groundwater flow and solute transport, respectively. Water level and quality data were collected from 18 observation wells in the field on a monthly basis from 2012 to 2021. Additionally, monthly water level data from four wells managed by the Central Water Commission (CWC) were incorporated as input for the models. Hydrogeological properties of the aquifer, such as specific yield, porosity, and specific storage, were obtained from the Groundwater Department and available literature. The model was calibrated and validated using field data and subsequently employed to predict groundwater flow and solute transport in the area. The results indicate that the river stretch is highly susceptible to saltwater intrusion. Salinity levels in certain wells (wells 7, 8, 13, and 14) exceeded the acceptable limits for drinking water as per the BIS standards. Based on model predictions, saltwater intrusion is projected to extend approximately 4.8 to 5 km from the Ponnani estuary, laterally upstream along the river course, within the next 10 to 15 years if pumping rates increase by 5 to 10% from the current rate. If the pumping rate rises by 15 percent, the intrusion may extend up to 6 km from the coast. Therefore, it is crucial to implement optimal freshwater withdrawal strategies and mitigation measures in these areas to safeguard the coastal aquifers. Restricting groundwater usage along the river banks within a lateral distance of at least 5 km from the seashore is recommended.
印度喀拉拉邦沿海地区咸水入侵评估
沿海含水层的地下水流动行为受到盐度和密度水平变化的影响。地下水流动和溶质运移模型被用来分析这些变化的影响。本文建立了巴拉塔普扎河沿岸含水层的地下水流动和溶质运移模型。利用Visual MODFLOW 2.8.1和MT3D分别模拟地下水流动和溶质运移。从2012年到2021年,每月收集现场18口观测井的水位和水质数据。此外,中央水务委员会(CWC)管理的4口井的月度水位数据被纳入模型的输入。含水层的水文地质性质,如比产量、孔隙度和比储存量,是由地下水部门和现有文献获得的。该模型使用现场数据进行了校准和验证,随后用于预测该地区的地下水流量和溶质运移。结果表明,该河段对咸水入侵非常敏感。某些井(井7、井8、井13和井14)的含盐量超过了国际清算银行标准规定的饮用水可接受限度。根据模型预测,如果抽水速率在目前的基础上增加5%至10%,预计在未来10至15年内,海水入侵将从Ponnani河口沿河道横向上游延伸约4.8至5公里。如果抽水速度增加15%,入侵可能会从海岸延伸到6公里外。因此,在这些地区实施最佳的淡水提取战略和缓解措施,以保护沿海含水层至关重要。建议将沿河岸的地下水使用限制在离海岸至少5公里的横向距离内。
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来源期刊
CiteScore
1.60
自引率
36.40%
发文量
0
审稿时长
8.6 months
期刊介绍: Environmental Engineering and Management Journal is an international journal that publishes reviewed original research papers of both experimental and theoretical nature in the following areas: environmental impact assessment; environmental integrated management; risk assessment and management; environmental chemistry; environmental protection technologies (water, air, soil); pollution reduction at source and waste minimization; chemical and biological process engineering; cleaner production, products and services; sensors in environment control; sources of radiation and protection technologies; waste valorization technologies and management; environmental biotechnology; energy and environment; modelling, simulation and optimization for environmental protection; technologies for drinking and industrial water; life cycle assessments of products; environmental strategies and policies; cost-profitt analysis in environmental protection; eco-industry and environmental market; environmental education and sustainable development. Environmental Engineering and Management Journal will publish: original communications describing important new discoveries or further developments in the above-mentioned topics; reviews, mainly of new rapidly developing areas of environmental protection; special themed issues on relevant topics; advertising.
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