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Studi idrogeologici per la progettazione delle gallerie AV/AC Milano-Genova. Verifica e mitigazione degli impatti dello scavo sugli acquiferi esistenti

Lunardi Giuseppe Cassani Giovanna Bellocchio Andrea Pennino Fiorenza Perello Paolo
Articolo Immagine
ISSN:
0393-1641
Rivista:
Gallerie e grandi opere sotterranee
Anno:
2016
Numero:
117
Fascicolo:
Gallerie e grandi opere sotterranee N.117/2016

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Nei progetti di gallerie in ambito alpino o peri-alpino, la stima degli impatti delle opere sugli acquiferi costituisce un aspetto che ha importanti ricadute di tipo socioeconomico. Tali impatti sono principalmente riconducibili al drenaggio delle acque in galleria, con conseguente abbassamento del livello piezometrico di falda e riduzione o persino azzeramento della sua produttività, con conseguente disseccamento di pozzi e sorgenti. In taluni contesti, l’abbassamento piezometrico può avere conseguenze negative anche dal punto di vista geotecnico, potendo provocare cedimenti in superficie tali da mettere in pericolo strutture e manufatti preesistenti. La caratterizzazione preliminare di questi impatti è importante perché consente, da un lato, di predisporre soluzioni di mitigazione atte a minimizzarli, dall’altro lato di programmare in anticipo misure adeguate di compensazione per i territori e le comunità coinvolte. Per questo, per il progetto delle gallerie della nuova linea ferroviaria AV/AC Milano- Genova sono stati pianificati e compiuti studi idrogeologici accurati e sistematici, mirati a valutare accuratamente l’entità degli impatti attesi sugli acquiferi potenzialmente interessati dalle opere. L’articolo illustra i criteri seguiti per impostare questi studi e i risultati raggiunti.

Hydrogeological studies for designing the High Speed/ High Capacity Milan-Genoa railway line underground works - Assessment and mitigation of the tunnnelling impacts on the existing aquifers 
In design of tunnels in the Alpine or peri- Alpine area, assessment of works impacts on aquifers is an aspect with important socio-economic repercussions. These impacts are mainly due to the drainage of water into the tunnel, resulting in lowering of the groundwater level and reduction or even zeroing of the productivity, with a consequent drying up of wells and springs. In certain contexts, groundwater lowering may have negative consequences in terms of geotechnical, being able to cause surface subsidence such as to endanger existing structures and buildings. Preliminary characterization of these impacts is important because it enables, on the one side, to prepare mitigation solutions to minimize them, on the other side to program in advance the appropriate compensatory measures for the territories and communities involved. For this, for the design of the tunnels of the new high speed/high capacity Milan-Genoa railway line we have planned and made detailed and systematic hydrogeological studies, targeted to accurately assess the extent of the expected impacts on aquifers potentially affected by the underground works. The studies have been developed through two steps: in a first step we tried to identify the areas in which excavating the underground works would cause most likely important impacts on aquifers, in a second step, for the areas with the greatest probability of impact, studies have been refined with numerical flow models aimed to assess the local impact and distribution patterns on existing water resources. An example of this is represented by the studies carried out for the Cravasco access tunnel. The geognostic surveys performed and monitoring of groundwater levels have made it possible to reconstruct a detailed geological-hydrogeological context. The subsequent development of a numerical model of the same has allowed to assess in advance the impact that drainage caused by the access tunnel excavation could determine on water resources and on the existing surface drainage network. Using the same model is finally possible to arrive to a reliable assessment of the likely inflow of water inside the tunnel, both transient (during tunnel excavation) and steady (during operation).