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      Differentiated influence of the double porosity of the chalk on solute and heat transport

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          Abstract

          Chalk porosity plays a decisive role in the transport of solutes and heat in saturated chalk. From a geological point of view, there are at least two types of porosity: the porosity of pores corresponding to the micro-spaces between the fossil coccoliths that form the chalk matrix and the porosity owing to the micro- and macro-fractures (i.e. secondary porosity). For groundwater flow, the fracture porosity is a determining factor at the macroscopic scale. The multiscale heterogeneity of the porous/fractured chalk induces different effects on solute and heat transport. For solute transport considered at the macroscopic scale, tracer tests have shown that the ‘effective transport porosity’ is substantially lower than the ‘effective drainable porosity’. Moreover, breakthrough curves of tracer tests show an important influence of diffusion in a large portion of the ‘immobile water’ (‘matrix diffusion’) together with rapid preferential advection through the fractures. For heat transport, the matrix diffusion in the ‘immobile water’ of the chalk is hard to distinguish from conduction within the saturated chalk.

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          Most cited references48

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          Heat as a ground water tracer.

          Heat carried by ground water serves as a tracer to identify surface water infiltration, flow through fractures, and flow patterns in ground water basins. Temperature measurements can be analyzed for recharge and discharge rates, the effects of surface warming, interchange with surface water, hydraulic conductivity of streambed sediments, and basin-scale permeability. Temperature data are also used in formal solutions of the inverse problem to estimate ground water flow and hydraulic conductivity. The fundamentals of using heat as a ground water tracer were published in the 1960s, but recent work has significantly expanded the application to a variety of hydrogeological settings. In recent work, temperature is used to delineate flows in the hyporheic zone, estimate submarine ground water discharge and depth to the salt-water interface, and in parameter estimation with coupled ground water and heat-flow models. While short reviews of selected work on heat as a ground water tracer can be found in a number of research papers, there is no critical synthesis of the larger body of work found in the hydrogeological literature. The purpose of this review paper is to fill that void and to show that ground water temperature data and associated analytical tools are currently underused and have not yet realized their full potential.
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            A dual-porosity model for simulating the preferential movement of water and solutes in structured porous media

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              Modeling Groundwater Flow and Pollution

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                Author and article information

                Contributors
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                Journal
                Geological Society, London, Special Publications
                SP
                0305-8719
                2041-4927
                July 15 2022
                September 19 2023
                December 07 2021
                September 19 2023
                : 517
                : 1
                : 379-387
                Affiliations
                [1 ]Hydrogeology and Environmental Geology, Urban and Environmental Engineering, University of Liège, Liège, Belgium
                [2 ]Geology and Applied Geology, Polytech Mons, University of Mons, Mons, Belgium
                Article
                10.1144/SP517-2020-170
                0fc97c79-2e25-49e8-9d0a-05ae56175302
                © 2023

                https://www.geolsoc.org.uk/publications/lyell-collection/user-license-1-1

                https://www.geolsoc.org.uk/publications/lyell-collection/user-license-1-2

                https://www.geolsoc.org.uk/publications/lyell-collection/user-license-1-1

                https://www.geolsoc.org.uk/publications/lyell-collection/user-license-1-2

                https://doi.org/10.15223/policy-002

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