The Interface Between Fresh and Salt Groundwater in Horizontal Aquifers: The Dupuit-Forchheimer Approximation Revisited

被引:9
|
作者
van Duijn, C. J. [1 ,2 ]
Schotting, R. J. [2 ]
机构
[1] Eindhoven Univ Technol, Dept Mech Engn, POB 513, NL-5600 MB Eindhoven, Netherlands
[2] Univ Utrecht, Dept Earth Sci, POB 80-115, NL-3508 TC Utrecht, Netherlands
关键词
Dupuit-Forchheimer approximation; Fresh-salt groundwater flow; Interface model; Integro-differential equation; Vortices; Porous media; DEGENERATE EQUATION; FLOW;
D O I
10.1007/s11242-017-0843-y
中图分类号
TQ [化学工业];
学科分类号
0817 ;
摘要
We analyze the motion of a sharp interface between fresh and salt groundwater in horizontal, confined aquifers of infinite extend. The analysis is based on earlier results of De Josselin de Jong (Proc Euromech 143:75-82, 1981). Parameterizing the height of the interface along the horizontal base of the aquifer and assuming the validity of the Dupuit-Forchheimer approximation in both the fresh and saltwater, he derived an approximate interface motion equation. This equation is a nonlinear doubly degenerate diffusion equation in terms of the height of the interface. In that paper, he also developed a stream function-based formulation for the dynamics of a two-fluid interface. By replacing the two fluids by one hypothetical fluid, with a distribution of vortices along the interface, the exact discharge field throughout the flow domain can be determined. Starting point for our analysis is the stream function formulation. We derive an exact integro-differential equation for the movement of the interface. We show that the pointwise differential terms are identical to the approximate Dupuit-Forchheimer interface motion equation as derived by De Josselin de Jong. We analyze (mathematical) properties of the additional integral term in the exact interface motion formulation to validate the approximate Dupuit-Forchheimer interface motion equation. We also consider the case of flat interfaces, and we study the behavior of the toe of the interface. In particular, we give a criterion for finite or infinite speed of propagation.
引用
收藏
页码:481 / 505
页数:25
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  • [1] The Interface Between Fresh and Salt Groundwater in Horizontal Aquifers: The Dupuit–Forchheimer Approximation Revisited
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    [J]. Transport in Porous Media, 2017, 117 : 481 - 505
  • [2] Improving the Dupuit-Forchheimer groundwater free surface approximation
    Knight, JH
    [J]. ADVANCES IN WATER RESOURCES, 2005, 28 (10) : 1048 - 1056
  • [3] Analytical investigation of the exact groundwater divide between rivers beyond the Dupuit-Forchheimer approximation
    Li, Ruoyi
    Wang, Xu-Sheng
    [J]. HYDROLOGICAL PROCESSES, 2021, 35 (02)
  • [4] Dupuit-Forchheimer approach to groundwater in hydrology
    Plate, EJ
    [J]. PHILIPP FORCHHEIMER & ARMIN SCHORLITSCH MEMORIAL SYMPOSIUM, 1999, : 113 - 120
  • [6] An Analytical Method for Assessing Recharge Using Groundwater Travel Time in Dupuit-Forchheimer Aquifers
    Chesnaux, R.
    Santoni, S.
    Garel, E.
    Huneau, F.
    [J]. GROUNDWATER, 2018, 56 (06) : 986 - 992
  • [7] A correction for Dupuit-Forchheimer interface flow models of seawater intrusion in unconfined coastal aquifers
    Koussis, Antonis D.
    Mazi, Katerina
    Riou, Fabien
    Destouni, Georgia
    [J]. JOURNAL OF HYDROLOGY, 2015, 525 : 277 - 285
  • [8] DUPUIT-FORCHHEIMER THEORIES FOR THE SHAPE OF GROUNDWATER RECHARGE MOUNDS
    BROCK, RR
    [J]. JOURNAL OF HYDROLOGY, 1991, 124 (3-4) : 279 - 291
  • [9] Application of the Dupuit-Forchheimer model to groundwater flow into a well
    Okuyade, W. I. A.
    Abbey, T. M.
    Abbey, M. E.
    [J]. MODELING EARTH SYSTEMS AND ENVIRONMENT, 2022, 8 (02) : 2359 - 2367
  • [10] Modeling Flow into Horizontal Wells in a Dupuit-Forchheimer Model
    Haitjema, Henk
    Kuzin, Sergey
    Kelson, Vic
    Abrams, Daniel
    [J]. GROUND WATER, 2010, 48 (06) : 878 - 883