2004
DOI: 10.1007/s00254-003-0918-7
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Managing groundwater rise: Experimental results and modelling of water pumping from a quarry lake in Milan urban area (Italy)

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Cited by 16 publications
(10 citation statements)
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“…The historical piezometric data collected for the two aquifers show that Aquifer A presents a hydraulic head, higher than in Aquifer B, of about 1 to 1.5 m, and there is therefore a natural downwelling of flow from the shallow aquifer where the clay aquitard shows discontinuities. More details about the conceptual model can be found in previous works (Cavallin et al, 1983;Beretta et al, 1992Beretta et al, , 2004Alberti et al, 2016;Colombo et al, 2019).…”
Section: Study Area and Hydrogeologymentioning
confidence: 99%
“…The historical piezometric data collected for the two aquifers show that Aquifer A presents a hydraulic head, higher than in Aquifer B, of about 1 to 1.5 m, and there is therefore a natural downwelling of flow from the shallow aquifer where the clay aquitard shows discontinuities. More details about the conceptual model can be found in previous works (Cavallin et al, 1983;Beretta et al, 1992Beretta et al, , 2004Alberti et al, 2016;Colombo et al, 2019).…”
Section: Study Area and Hydrogeologymentioning
confidence: 99%
“…The maximum water depletion (i.e., minimum groundwater levels) was reached in the years from the 1960s until the early 1990s, with a groundwater table more than 30 m deep in the northern sector. During this period, some underground infrastructures (car parks, subway lines) were built, sometimes with no waterproofing works [40,50,51], neglecting the possibility of any future groundwater level rise. Since the early 1990s, because of the decommissioning of many industrial sites, groundwater levels have started to rise (i.e., with a maximum rise of about 10-15 m in the northern area), generating many problems for underground infrastructures.…”
Section: Study Areamentioning
confidence: 99%
“…The city of Milan experienced a strong groundwater table rise in the last few decades [40]. As numerical groundwater flow modelling is the primary tool for evaluating the interactions between groundwater and underground infrastructures [34], different 3D models have been realized for the urban area of Milan [41][42][43].…”
Section: Introductionmentioning
confidence: 99%
“…As a matter of fact, this special kind of flooding is recently admitted. Meanwhile, many floods due to groundwater actually occurred (e.g., López-Chicano et al, 2002;Marsh and Dale, 2002;Beretta et al, 2004;Pinault et al, 2005;Bonacci et al, 2006).…”
Section: Introductionmentioning
confidence: 99%