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Basic Concepts

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Groundwater Engineering

Part of the book series: Springer Tracts in Civil Engineering ((SPRTRCIENG))

Abstract

The largest source of human drinking water is stored and flows in the subsurface. Geological formations saturated in mobile groundwater that can be exploited for human use are called aquifers. This chapter introduces basic notions that set the ground for the understanding and description of subsurface water flow. First, the main properties of water are illustrated, with a particular focus on the forces it establishes with the solid matrix of a porous medium and on how these affect its mobility. Then, broad aquifer classifications are provided, based on their geographical location, their permeability characteristics as a function of the type of porosity (i.e., intergranular, fracture or karst), and their degree of confinement. The latter, which categorizes aquifers as unconfined, leaky or confined, has crucial implications on both their storage capacity and hydrodynamic behavior. The key parameters that characterize an aquifer’s storage capacity are porosity and storativity. While the former is indicative of the total amount of water that can be stored within a porous medium, the latter indicates the fraction that can be released. Both these notions apply to any aquifer type although the mechanism of water release is distinct in unconfined and confined aquifers: in the former, water is released under the effect of gravity alone, and storativity is called specific yield; in the latter, water is released as a result of water expansion that follows a pressure drop. Subsurface water transport, instead, is driven by the existence of a hydraulic gradient (i.e., a drop in hydraulic head, or piezometric level). Under specific hypotheses, groundwater flow can be described by Darcy’s law, which establishes a proportionality relationship between flow rate and hydraulic gradient, and can be used to map an aquifer’s flow field. The relation defined by Darcy’s law is measured by an aquifer-specific parameter called hydraulic conductivity. This parameter is crucial not only in the description of the transport capacity of a porous medium, but also in the calculation of its productivity, which is a function of the hydraulic conductivity and the thickness of an aquifer.

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References

  1. J. Bear, Dynamics of Fluids in Porous Media (Courier Corporation, 1972)

    Google Scholar 

  2. P. Celico, Prospezioni idrogeologiche (Liguori, Napoli, 1986)

    Google Scholar 

  3. H. Darcy, Les fontaines publiques de la ville de Dijon (Dalmont, 1856)

    Google Scholar 

  4. P.A. Domenico, F.W. Schwartz, Physical and Chemical Hydrogeology (Wiley, 1998)

    Google Scholar 

  5. J. Ferris, D. Knowles, R. Brown, R. Stallman, Theory of Aquifer Tests. USGS Numbered Series 1536-E (U.S. Government Print. Office, 1962)

    Google Scholar 

  6. C.W. Fetter, Contaminant Hydrogeology (Macmillan Publishing Company, 1993)

    Google Scholar 

  7. C.W. Fetter, Applied Hydrogeology (English), 4th edn. (Pearson Education, Long Grove, 2014)

    Google Scholar 

  8. R.C. Heath, Basic Ground-Water Hydrology (tech. rep.), vol. 2220 (U.S. Geological Survey, 1983)

    Google Scholar 

  9. A. Johnson, Specific Yield: Compilation of Specific Yields for Various Materials. USGS Numbered Series 1662-D (U.S. Government Printing Office, Washington, DC, 1967)

    Google Scholar 

  10. J.W. Mercer, G.F. Pinder, Finite element methods in flow problems, in Finite Element Analysis of Hydrothermal Systems (ed. Oden J.T. et al), Proceedings of 1st Symptoms (University of Alabama Press, Swansea, 1974), pp. 401–414

    Google Scholar 

  11. P. Perrochet, Personal communication, EPFL Lausanne. GEOLEP Laboratoire de geologie, Lausanne (Switzerland), in Feflow Reference Manual H.-J.G. Diersch (WASY GmbH, 1996)

    Google Scholar 

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Correspondence to Rajandrea Sethi .

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Sethi, R., Di Molfetta, A. (2019). Basic Concepts. In: Groundwater Engineering . Springer Tracts in Civil Engineering . Springer, Cham. https://doi.org/10.1007/978-3-030-20516-4_1

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  • DOI: https://doi.org/10.1007/978-3-030-20516-4_1

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  • Publisher Name: Springer, Cham

  • Print ISBN: 978-3-030-20514-0

  • Online ISBN: 978-3-030-20516-4

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