Abstract
An updated conceptual model of groundwater flow of carbonate
fractured aquifers of Apennine basin of the Chienti River (Marche
Region) has been developed. This model derives from the application
of classical hydrogeological approach, which is based on a
detailed field survey, by upscaling methodology, aimed to localize
the main spring locations (15 springs) and to evaluate their mean
discharge (total discharge of about 3280 L/s). Acquired data have
been combined with the hydrogeological evaluation of the geologicalstructural
setting, for defining the hydrogeological role of the lithological
complexes and of the structural setting (faults and thrusts),
conditioning groundwater flow direction and amount. The geologicalstructural
setting is typical of Central Apennine in the Umbria-
Marchean succession. The bottom carbonate unit corresponds to the
carbonate platform, overlapped by calcareous complexes having
marly beds and marly-clayed complexes of pelagic facies, by a total
thickness of about 2500-3000 m. Compressive tectonic processes, in
a E-verging thrust-and-fold belt, combined with intense translational
movements gave rise to significant overthrusts at regional scale. The
cores of anticlines host large basal aquifers, hydraulically separated
by low-permeability boundary due to marly and clay complexes,
respect with the surrounding Scaglia aquifers. Groundwater flow
moves mainly along N-S direction, parallel to the main thrusts,
which act as no-flow limit. The proposed hydrogeological model
includes seven local aquifers. There are two independent basal
aquifers, feeding a deep groundwater flow in the basal carbonate
complexes, including areas out of the hydrographic basin of Chienti
River. Spring fed by these basal aquifers have a mean discharge of
1460 L/s. Additional five aquifers characterized by less deep and
more local groundwater flow correspond to the Scaglia complexes,
with a mean discharge of about 1820 L/s. The extension and the limits
of all these aquifers have been verified by the evaluation of effective
infiltration values, to define the recharge area of each spring group.
The resulting conceptual model has been independently validated by
chemical and isotopic analyses of groundwater, which confirmed or
require modification of the preliminary model obtained by the
hydrostructural approach.
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