Impacts of a railway tunnel on the streams baseflow verified by means of numerical modelling

The high-speed railway line between Bologna and Florence (Italy) is mostly developed underground through the Tuscan-Emilian Apennine, and the tunnels severely impacted groundwater and surface water. The 15-km-long Firenzuola tunnel crosses siliciclastic turbidites: during drilling, water inrushes o...

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Main Authors: Leonardo Piccinini, Valentina Vincenzi
Format: Article
Language:English
Published: PAGEPress Publications 2021-03-01
Series:Acque Sotterranee
Subjects:
Online Access:https://www.acquesotterranee.net/index.php/acque/article/view/503
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spelling doaj-5f870583fb334ea0aad3a4d6fed3f1692021-03-30T10:40:02ZengPAGEPress PublicationsAcque Sotterranee1828-454X2280-64582021-03-0110110.7343/as-2021-503Impacts of a railway tunnel on the streams baseflow verified by means of numerical modellingLeonardo Piccinini0Valentina Vincenzi1Università degli Studi di Padova, Dipartimento di GeoscienzeStudio Geologico Vincenzi Valentina, Ferrara The high-speed railway line between Bologna and Florence (Italy) is mostly developed underground through the Tuscan-Emilian Apennine, and the tunnels severely impacted groundwater and surface water. The 15-km-long Firenzuola tunnel crosses siliciclastic turbidites: during drilling, water inrushes occurred at fault and fracture zones, and the tunnel continues to drain the aquifer. The water table dropped below the level of the valleys, and gaining streams transformed into losing streams or ran completely dry, as did many springs. Hydrological observations and two multitracer tests have previously characterized the stream-tunnel connections and the impact processes. In the framework of planning mitigation strategies to minimize impacts on stream baseflow, three-dimensional numerical modelling with MODFLOW (the EPM approach) is applied to evaluate the artificial minimum flow needed to maintain flow continuity along the stream during the recession phase. The establishment of the two presented models is based on hydrogeological monitoring data and the results of flow measurements and tracer tests. Maximum flow rates subtracted from stream baseflow by the tunnel along the connection structures are calculated for two streams with major impacts. https://www.acquesotterranee.net/index.php/acque/article/view/503numerical modelling, MODFLOW, tunnel drainage, fractured aquifer, Tuscan-Emilian Apennine
collection DOAJ
language English
format Article
sources DOAJ
author Leonardo Piccinini
Valentina Vincenzi
spellingShingle Leonardo Piccinini
Valentina Vincenzi
Impacts of a railway tunnel on the streams baseflow verified by means of numerical modelling
Acque Sotterranee
numerical modelling, MODFLOW, tunnel drainage, fractured aquifer, Tuscan-Emilian Apennine
author_facet Leonardo Piccinini
Valentina Vincenzi
author_sort Leonardo Piccinini
title Impacts of a railway tunnel on the streams baseflow verified by means of numerical modelling
title_short Impacts of a railway tunnel on the streams baseflow verified by means of numerical modelling
title_full Impacts of a railway tunnel on the streams baseflow verified by means of numerical modelling
title_fullStr Impacts of a railway tunnel on the streams baseflow verified by means of numerical modelling
title_full_unstemmed Impacts of a railway tunnel on the streams baseflow verified by means of numerical modelling
title_sort impacts of a railway tunnel on the streams baseflow verified by means of numerical modelling
publisher PAGEPress Publications
series Acque Sotterranee
issn 1828-454X
2280-6458
publishDate 2021-03-01
description The high-speed railway line between Bologna and Florence (Italy) is mostly developed underground through the Tuscan-Emilian Apennine, and the tunnels severely impacted groundwater and surface water. The 15-km-long Firenzuola tunnel crosses siliciclastic turbidites: during drilling, water inrushes occurred at fault and fracture zones, and the tunnel continues to drain the aquifer. The water table dropped below the level of the valleys, and gaining streams transformed into losing streams or ran completely dry, as did many springs. Hydrological observations and two multitracer tests have previously characterized the stream-tunnel connections and the impact processes. In the framework of planning mitigation strategies to minimize impacts on stream baseflow, three-dimensional numerical modelling with MODFLOW (the EPM approach) is applied to evaluate the artificial minimum flow needed to maintain flow continuity along the stream during the recession phase. The establishment of the two presented models is based on hydrogeological monitoring data and the results of flow measurements and tracer tests. Maximum flow rates subtracted from stream baseflow by the tunnel along the connection structures are calculated for two streams with major impacts.
topic numerical modelling, MODFLOW, tunnel drainage, fractured aquifer, Tuscan-Emilian Apennine
url https://www.acquesotterranee.net/index.php/acque/article/view/503
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AT valentinavincenzi impactsofarailwaytunnelonthestreamsbaseflowverifiedbymeansofnumericalmodelling
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