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Structure of weathered and fractured peridotites of New Caledonia: from field data to groundwater modellingJeanpert J.1, Join J-L.², Maréchal J-C.3, Genthon P.4, Sevin B.1, Iseppi M.1, Robineau B.1
1 Geological Survey of New Caledonia, Department of Industry, Mines and Energy, Nouméa, New Caledonia. E-mail: [email protected] University of La Réunion, St Denis, La Réunion
3 French Geological Survey, BRGM, France4 IRD, HydroSciences Montpellier, France
Paper number:
4345
References[1] Cluzel D, Aitchison JC, Picard C. 2001. Tectonic accretion and underplating of mafic
terranes in the Late Eocene intraoceanic fore-arc of New Caledonia (Southwest Pacific):
geodynamic implications. Tectonophysics 340: 23-59
[2] Join J-L, Robineau B, Ambrosi J-P, Costis C, Colin F. 2005. Système hydrogéologique d'un
massif minier ultrabasique de Nouvelle-Calédonie. Comptes-Rendus Géoscience 337: 9.
DOI: 10.1016
[3] Lei S. 1999. An analytical solution for steady flow into a tunnel. Ground Water 37 no. 1:
23-26.
[4] Dewandel B, Jeanpert J, Ladouche B, Join J-L, Maréchal J-C. in prep. Inferring the
heterogeneity of crystalline aquifers and evaluating transmissivity or hydraulic conductivity
fields, an attempt from a detailed water table map.
AcknowledgementsThe authors would like to thank Koniambo Nickel SAS and Vale NC for providing the deep
boreholes cores.
This work was supported by the Center for Technological Research « Nickel and its
Environment » (Centre National de Recherche Technologique, CNRT « Nickel et son
environnement ») as part of the program HYPERK (2013-2016).
FRACTURED PERIDOTITES AND HYDRAULIC CONDUCTIVITY
FRACTURE DISTRIBUTION AND HYDRAULIC CONDUCTIVITY FROM 1D DATA – MASSIF OF KONIAMBO AND MASSIF DU SUD
HYDRAULIC CONDUCTIVITY FROM 3D OBSERVATIONS : THE CHROMICAL TUNNEL – TIEBAGHI MASSIF
GROUNDWATER MODELLING : THE CASE OF TIEBAGHI MASSIF DISCUSSION AND CONCLUSION
Four 200 m deep boreholes cores of the Massif du
Koniambo (Pz3 to Pz6), and one of Massif du Sud
(10EX0178), are studied and fracture distribution is
described : single fracture and highly weathered
and/or fractured zone are counted (Fig. 3).
Fig. 3 : Fracture counting on 5 deep boreholes cores.
From the five boreholes observations, peridotites
are highly and homogeneously fractured (mean
fracture intensity equals 2,81 fract./m) among the
same massif and between them.
95 values of hydraulic conductivity by Lefranc test
between Packer are available on the 4 boreholes of
Koniambo massif (Fig. 4).
LogK varies between -8.5 and -2.9.
A correlation between fracture distribution and hydraulic conductivity is not clear but data show that :
• mean hydraulic conductivity is logK = -6 in the 200 m deep peridotites of Koniambo massif;
• most of observed fractures on cores are closed in situ and most probably are impervious (serpentinite veins);
• more permeable zones (logK = -5) correspond to highly weathered peridotites.
Fig. 4 : Variation of LogK with
depth (depth from fine and coarse
saprolites interface).
ULTRAMAFIC ROCKS AND WEATHERING
The Peridotite Nappe obducted on New
Caledonia in Late Eocene [1]. Since its
emersion in Oligocene, a deep
weathering profile developed and now
covers the fractured and serpentinized
peridotites. The ultramafic rocks
outcrop over more than one third of
New Caledonia on scattered massifs all
over the island (Fig. 1).
The weathering profile consists in, from
top to bottom, one hard layer of
ferricrete, a semi-impervious layer of
laterites (also termed ‘red laterites’) and
saprolites (‘yellow saprolites’ or ‘fine
saprolites’), and a saprock that consists
of coarse saprolites and a fractured zone
within slightly weathered peridotites,
Fig. 2.Fig. 2 : Regolith profile developed on peridotite in New Caledonia.
Massif du
Sud
Tiébaghi
Massif
Koniambo
Massif
Fig. 1 : The Grande Terre of New Caledonia
(SW Pacific) with ultramafic formations.
pictured in green. Studied massifs are localized :
Tiébaghi, Koniambo and Massif du Sud.
Considering fracturing of peridotites and the fractured bedrock as a constitutive part of the aquifer is a new way of
building the aquifer model as till now substratum of the aquifer was considered a few meters deeper that the bottom
of the saprock layer [2].
A tunnel of an old chrome ore exploitation on the Tiebaghi
Massif (Fig. 5) gives an access to groundwater flow in the
fresh rock peridotites.
Fig. 6 results from stream gauging by dilution on several
fractures outflow. The law built by Lei [3] gives a value of
hydraulic conductivity from the outflow values.
Using topographic elevation, the correlation between
hydraulic conductivity and capping thickness results in a
linear law (Fig. 7) and shows that the hydraulic conductivity
of the fresh peridotites decays with depth.
Fig. 5 : Chromical tunnel in the Tiebaghi Massif.
Fig. 6 : Location of underground fracture outflow and
hydraulic conductivity estimation on topographic profile.
Fig. 7 : Linear law between logK and capping
thickness for the fresh peridotites of the Tiebaghi
Massif. The red point corresponds to a higher value, result of an
issue of field measurement, a direct inflow due to an old
quarry above, or a more weathered fractured zone (as seen
on Fig. 4).
FRACTURED PERIDOTITES AND HYDRAULIC CONDUCTIVITY
A numerical model is built with Feflow®.
Boundary conditions are :
• Hydraulic head = elevation downstream;
• Fluid-flux = 0 laterally and upstream ;
• Recharge = 100 mm/yr.
The geological observations (Fig. 8) are used
to build a multilayered model with given
hydraulic conductivities (Fig. 9).
Geometry and distribution of K within the
profile are consistents with boreholes data
and hydrodynamic investigations.
The results (Fig. 10) from steady flow
simulation in a vertical confined 2D aquifer
produce both a realistic piezometric and
hydraulic head distribution and the
observed springs at the top of the bed rock
in the breaking slope of the Tiebaghi
Plateau. Fig. 10 : Results of the Feflow 2D model.
Fig. 9 :
Multilayered
and
conductivity of
Tiebaghi
model.
Measurements and modelling of fractures and hydraulic conductivity of
peridotites show that :
• Fracture is intense and homogeneous in peridotites;
• Hydraulic conductivity of peridotites depends on depth and varies
between logK=-6 and logK=-8;
• 2D modelling confirms the multilayered aquifer and the importance
of bedrock thickness and conductivity;
• Tiebaghi Massif model is consistent with measured hydraulic
conductivity and hydraulic head distribution;
• 3D modelling will evaluate anisotopy and homogeneity of
conductivity.
Fig. 8 : Geological structure of Tiebaghi aquifer.