Gennaro Alberto Stefania

Dr. Gennaro Alberto Stefania

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Research Focus & Metrics

Academic Career Length

12Years (2015-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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1 August 2019 in Water Research
Verified
Journal Article
Closed access
Chiara ZanottiChiara Zanotti
Chiara Zanotti
Marco RotirotiMarco Rotiroti
Marco Rotiroti
LFL. Fumagalli
L. Fumagalli
GSGennaro Alberto Stefania
Gennaro Alberto Stefania
FCF. Canonaco
F. Canonaco
TBT. Bonomi
T. Bonomi

19 July 2017 in Hydrogeology Journal
Verified
Journal Article
Closed access
PDF file
GSGennaro Alberto Stefania
Gennaro Alberto Stefania
Marco RotirotiMarco Rotiroti
Marco Rotiroti
LFLetizia Fumagalli
Letizia Fumagalli
FSFulvio Simonetto
Fulvio Simonetto
PCPietro Capodaglio
Pietro Capodaglio
TBTullia Bonomi
Tullia Bonomi

1 May 2018 in Waste Management
Verified
Journal Article
Closed access
GSGennaro Alberto Stefania
Gennaro Alberto Stefania
Chiara ZanottiChiara Zanotti
Chiara Zanotti
TBTullia Bonomi
Tullia Bonomi
LFLetizia Fumagalli
Letizia Fumagalli
Marco RotirotiMarco Rotiroti
Marco Rotiroti

8 June 2018 in Geosciences
Verified
Journal Article
Open access
PDF file
GSGennaro Alberto Stefania
Gennaro Alberto Stefania
Marco RotirotiMarco Rotiroti
Marco Rotiroti
LFLetizia Fumagalli
Letizia Fumagalli
Chiara ZanottiChiara Zanotti
Chiara Zanotti
TBTullia Bonomi
Tullia Bonomi
This work presents the numerical modeling of remediation scenarios aimed at containing and attenuating the groundwater pollution by Cr(VI) sourced from a steelworks area that affects the Alpine aquifer system in the Aosta Plain (N Italy). Here, groundwater is used for drinking water supply and food and beverage production, so the adoption of remediation works is urgently needed. More specifically, three remediation scenarios were modeled using MODFLOW-2000 and MT3DMS: (a) the activation of a hydraulic barrier to contain the pollution within the source area (Scenario 1); (b) the removal of the pollution sources and the natural attenuation of the residual groundwater plume (Scenario 2); and (c) a combination of the previous two works (Scenario 3). Model results for Scenario 1 showed that a hydraulic barrier composed of five wells located along the eastern border of the steelworks area would contain Cr(VI) concentrations above 5 µg/L (i.e., the Italian regulatory limit) within the steelworks area; the barrier would have a total discharge of 27,500 m3/day, which could be compensated by the deactivation of three steelworks wells; the hydraulic barrier would drop the Cr(VI) concentrations below 5 µg/L in the areas downstream of the steelworks after ~3 years from its start of operation. Results for Scenario 2 highlighted that the removal of the Cr(VI) sources would drop the Cr(VI) concentrations below 5 µg/L in the areas downstream of the steelworks after ~2.5 years, and lead to a full remediation of the Cr(VI) groundwater plume (i.e., total Cr(VI) mass in the aquifer close to zero) after 17 years. Results for Scenario 3 showed that the removal of the Cr(VI) sources accompanied by the activation of the hydraulic barrier would led to a faster remediation within the first 14 years from the starting of the remediation works, with concentrations below 5 µg/L in the areas downstream of the steelworks obtained after ~2.3 years.

1 April 2015 in Rendiconti Online della Società Geologica Italiana
Verified
Journal Article
Closed access
TBTullia Bonomi
Tullia Bonomi
LFLetizia Fumagalli
Letizia Fumagalli
GSGennaro Alberto Stefania
Gennaro Alberto Stefania
Marco RotirotiMarco Rotiroti
Marco Rotiroti
FPFederica Pellicioli
Federica Pellicioli
PCPietro Capodaglio
Pietro Capodaglio

1 March 2019 in Rendiconti Online della Società Geologica Italiana
Verified
Journal Article
Closed access
GSGennaro Alberto Stefania
Gennaro Alberto Stefania
LFLetizia Fumagalli
Letizia Fumagalli
ABAlberto Bellani
Alberto Bellani
TBTullia Bonomi
Tullia Bonomi
Hydrochemical data from groundwater monitoring produce large dataset that require to be properly handled in order to provide well-structured data. This work presents a preliminary conceptual model of a groundwater pollution from a dumping area using the hydrochemical database TANGCHIM as a supporting tool.TANGCHIM is an on-line database able to store, compute, display and share hydrochemical data from groundwater. TANGCHIM is linked to the hydrogeological wells database TANGRAM, forming an integrated platform able to manage all data referred to wells water.Results of both statistical and spatial analysis of hydrochemical data referred to a dumping area showed that groundwater is affected by a leachate plume contamination that likely comes from a closedold landfill built before environmental regulation. This landfill is located upstream to a currently used-new landfill preventing a proper monitoring of the groundwater contamination in the area.