Groundwater flow in the vicinity of two artificial recharge ponds in the Belgian coastal dunes

Hydrogeology Journal

Volumn 16, Issue 8, 2008, Pages 1669-1681

  Vandenbohede, Alexander ^a   Van Houtte, Emmanuel ^b   Lebbe, Luc ^a  

^a GHENT UNIVERSITY   (Belgium)

^b Intermunicipal Water Company of the Veurne Region IWVA   (Belgium)

Author keywords

Belgium; Capturezone; Groundwater recharge water budget; Numerical modeling; Residence times

Indexed keywords

ARTIFICIAL RECHARGE; BOREHOLE LOGGING; GROUNDWATER FLOW; INFILTRATION; NUMERICAL MODEL; POND; RESIDENCE TIME; SOLUTE TRANSPORT; WASTEWATER; WATER BUDGET; WATER QUALITY;

EID: 57049103542     PISSN: 14312174     EISSN: None     Source Type: Journal    
DOI: 10.1007/s10040-008-0326-x     Document Type: Article

References (14)

1. Asano T (1992) Artificial recharge of groundwater with reclaimed municipal wastewater: Current status and proposed criteria. Water Sci Technol 25:87-92
2. Bouwer H (2002) Artificial recharge of groundwater: Hydrogeology and engineering. Hydrogeol J 10:121-142
3. Greskowiak J, Prommer H, Massmann G, Johnston C, Nützmann G, Pekdeger A (2005) The impact of variable saturated conditions on hydrochemical changes during artificial recharge of groundwater. Appl Geochem 20:1409-1426
4. Konikow LF, Goode DJ, Hornberger GZ (1996) A three-dimensional method-of-characteristics solute-transport model (MOC3D). US Geol Surv Water Resour Invest Rep 96-4267
5. Lebbe L (1978) Hydrogeologie van het duingebied ten westen van De Panne [Hydrogeology of the dune area west of De Panne]. PhD Thesis, Geological Institute, Ghent University, The Netherlands
6. Massmann G, Greskowiak J, Dünnbier U, Zuehlke S, Knappe A, Pekdeger A (2006) The impact of variable temperatures on the redox conditions and the behaviour of pharmaceutical residues during artificial recharge. J Hydrol 328:141-156
7. McNeill JD (1986) Geonics EM39 Borehole conductivity meter: Theory of operation. Technical Note TN-20, Geonics Ltd., Mississauga, ON, Canada
8. Oude Essink GP (1998) MOC3D adapted to simulate 3D density-dependent groundwater flow. In: Proc. of MODFLOW'98 Conference, vol 1, 4-8 October 1998, Golden, CO, USA, pp 291-303
9. Van Breukelen BM, Appelo CAJ, Olsthoorn TN (1998) Hydrogeochemical transport modeling of 24 years of Rhine water infiltration in the dunes of the Amsterdam Water Supply. J Hydrol 209:281-296
10. Vandenbohede A (2007) Visual MOCDENS3D: Visualisation and processing software for MOCDENS3D, a 3D density dependent groundwater flow and solute transport model. User manual, Research Unit Groundwater Modelling, Ghent University, The Netherlands
11. Vandenbohede A, Lebbe L (2002) Numerical modelling and hydrochemical characterisation of a fresh water lens in the Belgian coastal plain. Hydrogeol J 10(5):576-586
12. Vandenbohede A, Lebbe L (2006) Occurrence of salt water above fresh water in dynamic equilibrium in coastal groundwater flow systems. Hydrogeol J 14(4):462-472
13. Vandenbohede A, Van Houtte E, Lebbe L (2008) Sustainable groundwater extraction in coastal areas: A Belgian example. Environ Geol. doi: 10.1007/s00254-008-1351-8
14. Van Houtte E, Verbauwhede J (2005) Artificial recharge of treated wastewater effluent enables sustainable groundwater management of a dune aquifer in Flanders, Belgium. Proc. Ismar 5, 5th International Symposium on Management of Aquifer Recharge Systems for Protecting and Enhancing Groundwater Resources, 10-16 June 2005, Berlin