Saltwater intrusion in 3D large-scale aquifers: a dutch case

G.H.P. Oude Essink1
1Institute of Earth Science, Geophysics, Centre of Hydrology (ICHU), Utrecht University, PO Box 80021, 3508 TA Utrecht, The Netherlands

Tài liệu tham khảo

van Nederland, 1986 Bear, 1987, 414 Harbaugh, 1996, User's documentation for the U.S. Geological Survey modular finite-difference ground-water flow model, U.S. Geol. Surv. Open-File, 56 1982, ICW, Institute for Land and Water Management Research, Kwantiteit en kwaliteit van grond- en oppervlaktewater, 166 Konikow, 1996, A three-dimensional method-of-characteristics solute-transport model (MOC3D), U.S. Geol. Surv. Water-Res. Invest., 87 Konikow, 1978, Computer model of two-dimensional solute transport and dispersion in ground water, U.S. Geol. Surv. Techn. of Water-Resour. Invest., 90 McDonald, 1988, A modular three-dimensional finite-difference ground-water flow model, U.S. Geol. Surv. Techn. of Water-Resour. Invest, 586 Oude Essink, 1998, MOC3D adapted to simulate 3D density-dependent groundwater flow, 291 Oude Essink, 1999, Simulating density dependent groundwater flow: the adapted MOC3D, Proc. 15th Salt Water Intrusion Meeting, Ghent, Belgium, May 1998, 69 Verruijt, 1980, The rotation of a vertical interface in a porous medium, Water Resour. Res., 16, 239, 10.1029/WR016i001p00239 Wesseling, 1980, Saline seepage in the Netherlands, occurrence and magnitude, Research on possible changes in the distribution of saline seepage in the Netherlands, 26, 17