G
Ghislain de Marsily
Researcher at University of Paris
Publications - 55
Citations - 2359
Ghislain de Marsily is an academic researcher from University of Paris. The author has contributed to research in topics: Aquifer & Groundwater flow. The author has an hindex of 22, co-authored 55 publications receiving 2146 citations. Previous affiliations of Ghislain de Marsily include Centre national de la recherche scientifique & Pierre-and-Marie-Curie University.
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Dealing with spatial heterogeneity
Ghislain de Marsily,Frederick Delay,Julio Gonçalvès,Philippe Renard,Vanessa Teles,Sophie Violette +5 more
TL;DR: In this paper, the authors present a world-wide catalog of aquifer facies geometry and properties, which could combine site genesis and description with methods used to assess the system, would be of great value for practical applications.
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Submarine springs and coastal karst aquifers: A review
TL;DR: In this paper, a survey of coastal karst aquifers has revealed some common characteristics that show the development and/or functional capacity of their karstic drainage networks, and a classification of such systems into three categories is proposed with the aim of assisting in the decision-making concerning potential exploitation of water resources in coastal regions.
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Noble gases as natural tracers of water circulation in the Paris Basin: 2. Calibration of a groundwater flow model using noble gas isotope data
TL;DR: In this paper, a numerical model of a two-dimensional cross section of the entire Paris Basin was built to simulate groundwater flow and the transport of 3He, 4He, and 40Ar isotopes.
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Assessment and modelling of the influence of man-made networks on the hydrology of a small watershed: implications for fast flow components, water quality and landscape management
TL;DR: In this paper, the role of man-made networks, such as ditches, roads, hedge rows and hedges, underground drainage by buried pipes, etc., was discussed.
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Application of the pilot point method to the identification of aquifer transmissivities
TL;DR: A primal-adjoint discrete-gradient method is used, where the unknowns are parameter values at a number of user-defined points, the “pilot points”, to estimate smoothly varying hydraulic parameters, transmissivity in particular, appearing in a time-dependent flow equation.