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Hydrology and Earth System Sciences An interactive open-access journal of the European Geosciences Union
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Volume 12, issue 6
Hydrol. Earth Syst. Sci., 12, 1285–1293, 2008
https://doi.org/10.5194/hess-12-1285-2008
© Author(s) 2008. This work is distributed under
the Creative Commons Attribution 3.0 License.
Hydrol. Earth Syst. Sci., 12, 1285–1293, 2008
https://doi.org/10.5194/hess-12-1285-2008
© Author(s) 2008. This work is distributed under
the Creative Commons Attribution 3.0 License.

  01 Dec 2008

01 Dec 2008

Infiltrative instability near topography with implication for the drainage of soluble rocks

P. Genthon1 and A. Ormond2,* P. Genthon and A. Ormond
  • 1Paléotropique, IRD, BP A5 98848 Nouméa, New Caledonia
  • 2DTP, Obs. Midi Pyrénées, Toulouse, France
  • *now at: HydroSciences, IRD BP11416 Niamey, Niger

Abstract. We present here numerical modeling of infiltration instability near a topographic edge of a water-saturated porous slice by analogy with a limestone formation devoid of initial heterogeneities such as fractures faults or joints and limited by a vertical cliff. In our runs a first dissolution finger develops near the cliff edge, and ends to intersect it above its mid height. Additional fingers develop upstream with a decreasing growth rate and an increasing width. This results from the decrease of the infiltration velocity with distance to the cliff in our models. A sensitivity study shows that a larger permeability contrast between the fingers and the initial undissolved porous medium produces a larger number of fingers, while increasing the dispersivity (lower Peclet number) produces wider fingers. A slower reaction rate (lower Damkhöler number) produces fingers that follow the initial flow lines, since dissolution occurs simultaneously along the entire finger. These results suggest that alteration by dissolution of limestones or other soluble formations may produce different underground channel structures in the same drainage basin due to local changes of the non-dimensional Pe and Da numbers.

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