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Titlebook: Clean and Sustainable Groundwater in India; Dipankar Saha,Sanjay Marwaha,Arunangshu Mukherjee Book 2018 Springer Nature Singapore Pte Ltd.

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,Soil Infiltration Test in Hard Rock Areas—A Case Study,aka. Three major rock types identified in the area are gneisses, schists and granites belong to Archaean age. Groundwater is being extracted through borewells tapping fractures in depth ranges of 10–249 m below ground level. Over a period of time, due to increase in number of borewells and increasin
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,Peoples’ Participation for Sustainable Groundwater Management, water are groundwater dependent. This has resulted in the overexploitation and acute depletion of the resource in many parts of the country. Despite the manifold short- and long-term consequences of such dependence on a fast depleting and critical resource, India has made little headway in its regu
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Geospatial Analysis of Recharge of Groundwater and Irrigation Draft from Different Aquifer Systems d regions of the state shows a large spital variation in annual rainfall. The study of groundwater elevation zones during pre-monsoon, post-monsoon, and post winter irrigation (January to March) seasons shows a steady declining of groundwater level of places such as Osian (1.93 m/year) and Piprali (
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Modelling the Potential Impact of Small-Scale Pumping Near Future Water Supply Wells in a Stressed onflicting interests and requirements in their decision making process. The study area is located in south western Bengal Basin which is a part of the lower deltaic plain of the River Ganga and lies on the eastern side of the River Hugli, a distributory of River Ganga. The aquifer is sandwiched betw
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Hydrodynamics of Groundwater Flow in the Arsenic-Affected Areas of the Gangetic West Bengal, India,as and South 24 Parganas (including Calcutta)], India, have been delineated. Based on 143 lithologs, a regional hydrostratigraphic model has been developed to a depth of 300 m below mean sea level. Lithologic interpolations that were done manually and by computer models (resolution: 1000 m × 1000 m 
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