Skip to main content
Log in

Pompage d’une nappe libre rechargée: solutions pour la charge hydraulique et le temps de transfert

Pumping a recharged unconfined aquifer: solutions for the hydraulic head and the transfer time

  • Original Paper
  • Published:
Bulletin of Engineering Geology and the Environment Aims and scope Submit manuscript

Résumé

Avec les hypothèses de Dupuit, une nouvelle solution analytique est établie pour le pompage permanent d’un aquifère idéal à nappe libre rechargé par infiltration. La nouvelle solution est complète pour les deux parties du domaine mathématique, ce qui n’était pas le cas des solutions partielles antérieures. Une autre nouvelle solution est alors fournie pour le temps qu’un traceur non réactif met pour atteindre le puits en régime permanent. L’intégrale donnant le temps n’a pas de primitive connue mais se calcule aisément, soit numériquement soit par une équation simplifiée. Le calcul numérique et l’équation simplifiée donnent des temps voisins de ceux obtenus avec des codes d’éléments finis pour l’écoulement souterrain saturé et non saturé et le suivi de particules.

Abstract

Using the Dupuit assumptions, a new closed-form solution is established for steady-state pumping of an ideal unconfined aquifer that is recharged by infiltration. This new solution is complete for the two-part mathematical domain, which was not the case for previously partial solutions. A second new solution is then provided for the travel time of a non-reactive tracer to the pumping well, under steady-state conditions. The travel time integral has no known closed-form solution, but is easy to calculate, either numerically or using a simplified equation. The numerical calculation and the simplified equation give travel times very close to those obtained using finite element codes for saturated and unsaturated groundwater flow and particle tracking.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6

Références

  • Bear J, Jacobs M (1965) On the movement of water bodies injected into aquifers. J Hydrol 3(1):37–57

    Article  Google Scholar 

  • Chapuis RP (1998a) Overdamped slug test in monitoring wells: review of interpretation methods with mathematical, physical and numerical analysis of storativity influence. Can Geotech J 35(5):697–719

    Google Scholar 

  • Chapuis RP (1998b) Poor borehole sampling and consequences for permeability evaluation. In: Proceedings of 8th congress of the IAEG, vol 4. Balkema, Vancouver, Balkema, pp 2315–2317

  • Chapuis RP (1999) Borehole variable-head permeability tests in compacted clay liners and covers. Can Geotech J 36(1):39–51

    Google Scholar 

  • Chapuis RP (2002) The 2000 R.M. Hardy Lecture: Full-scale hydraulic performance of soil-bentonite and compacted clay liners. Can Geotech J 39(2):417–439

    Article  Google Scholar 

  • Chapuis RP (2006) Interpreting variable-head tests performed in open holes or monitoring wells with several screens. Geotech Test J 29(6):467–473

    Google Scholar 

  • Chapuis RP (2009) Numerical modelling of reservoirs or pipes in groundwater seepage. Comput Geotech 36(5):895–901

    Article  Google Scholar 

  • Chapuis RP, Aubertin M (2001) Evaluation of saturated and unsaturated seepage through dikes in steady state conditions. Can Geotech J 38(6):1321–1328

    Google Scholar 

  • Chapuis RP, Chenaf D (2002) Slug tests in a confined aquifer: experimental results in a large soil tank and numerical modeling. Can Geotech J 39(1):14–21

    Article  Google Scholar 

  • Chapuis RP, Chenaf D (2003) Variable-head field permeability tests in driven casings: physical and numerical modeling. Geotech Test J 26(3):245–256

    Google Scholar 

  • Chapuis RP, Chesnaux R (2006) Travel time to a well pumping an unconfined aquifer without recharge. Ground Water 44(4):600–603

    Article  Google Scholar 

  • Chapuis RP, Chesnaux R (2007) Computing residence times for flow towards a pumping well: nomograph solution and validity of the small draw-down approximation: comment. Hydrogeol J 15(2):429–430

    Article  Google Scholar 

  • Chapuis RP, Chenaf D, Bussière B, Aubertin M, Crespo R (2001) A user’s approach to assess numerical codes for saturated and unsaturated seepage conditions. Can Geotech J 38(5):1113–1126

    Google Scholar 

  • Chapuis RP, Dallaire V, Gagnon F, Marcotte D (2005a) Numerical modeling of rising-head permeability tests in monitoring wells after lowering the water level down to the screen. Can Geotech J 42(4):705–715

    Article  Google Scholar 

  • Chapuis RP, Chenaf D, Acevedo N, Marcotte M, Chouteau M (2005b) Unusual drawdown curves for a pumping test in an unconfined aquifer at Lachenaie, Quebec: field data and numerical modelling. Can Geotech J 42:1133–1144

    Article  Google Scholar 

  • Chapuis RP, Dallaire V, Marcotte M, Chouteau M (2007) Falling-head permeability tests using monitoring wells in unconfined aquifers. Geotech Test J 30(2):104–112

    Google Scholar 

  • Chenaf D, Chapuis RP (1998) Étude numérique du pompage en régime permanent dans un aquifère à nappe libre. Proceedings of the 51st Canadian Geotechnical Conference, Edmonton, Alberta, 4–7 October 1998. Canadian Geotech Soc, Alliston, Ont, pp 523–528

    Google Scholar 

  • Chenaf D, Chapuis RP (2007) Seepage face height, water table position, and well efficiency for steady state. Ground Water 45(2):168–177

    Article  Google Scholar 

  • Dupuit J (1863) Études théoriques et pratiques sur le mouvement des eaux dans les canaux découverts et à travers les terrains perméables. Dunod, Paris, 2e éd., chapitre 7, pp 229–293

  • Environnement Québec (2003) Guide de détermination d’aires d’alimentation et de protection de captages d’eau souterraine. Rasmussen H, Rouleau A (eds), Québec

  • Geo-Slope (2003a) Seep/W for finite element seepage analysis: user’s guide. Geo-Slope International, Calgary, Alberta

  • Geo-Slope (2003b) CTran/W for finite element contaminant transport analysis: user’s guide. Geo-Slope International, Calgary, Alberta

  • Grubb S (1993) Analytical model for estimation of steady-state capture zones of pumping wells in confined and unconfined aquifers. Ground Water 31(1):27–32

    Article  Google Scholar 

  • Käss W (1998) Tracing techniques in geohydrology. Balkema, Rotterdam

    Google Scholar 

  • Lallemand-Barrès A, Roux JC (1989) Guide méthodologique d’établissement des périmètres de protection des captages d’eau souterraine destinée à la consommation humaine. Éditions du BRGM, Orléans, 221 p

    Google Scholar 

  • OFEFP (2003) Dimensionnement des aires d’alimentation Zu. A. Parriaux Éditeur, Office fédéral de l’environnement. des forêts et du paysage, Berne, Suisse

    Google Scholar 

  • Simpson MJ, Clement TP, Yeomans FE (2003) Analytical model for computing residence times near a pumping well. Ground Water 41(3):351–354

    Article  Google Scholar 

  • Strack ODL (1989) Groundwater mechanics. Prentice-Hall, Englewood Cliffs, New Jersey

    Google Scholar 

  • Todd DK (1980) Groundwater hydrology, 2nd edn. Wiley, New York

    Google Scholar 

  • US EPA (1987) Guidelines for delineation of wellhead protection areas. Office of Groundwater Protection, Washington, DC

    Google Scholar 

Download references

Remerciements

Cette recherche a été subventionnée par le Conseil de recherches en sciences naturelles et en génie du Canada. L’auteur remercie le Professeur Michel Deveughèle pour lui avoir signalé une erreur dans une première version du manuscrit.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Robert P. Chapuis.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Chapuis, R.P. Pompage d’une nappe libre rechargée: solutions pour la charge hydraulique et le temps de transfert. Bull Eng Geol Environ 70, 309–316 (2011). https://doi.org/10.1007/s10064-010-0307-x

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s10064-010-0307-x

Mots clés

Keywords

Navigation