1,721,017 research outputs found

    Modellazione numerica di flusso per la progettazione di un sistema di emungimento con pozzi a raggiera

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    In the city of Ferrara (Italy) water for human supply is mainly exploited from the Po River and only 1/7 of the total comes from groundwater of the first confined aquifer of the multilayered flow system of the Po plain. Problems related to low hydraulic levels in the river during dry season and to the high vulnerability of shallow waters to contaminant events, addressed the public authorities to evaluate and plan new exploiting strategies. The best solution is represented by two radial wells extending below the river, that allows to solve dryness problems and to lower the depuration costs taking advantage of the natural riverbank filtration. This strategy is here evaluated in relation to hydrogeological issues: a groundwater flow model has been developed with Feflow 5.3 in order to size the pumping rates and to predict the piezometric drawdown. Model has been set up collecting and organizing all the available data in the study area and particulary the detailed geological and hydrogeological data near the river in the supply area. Calibration has been performed both at steady state (with two different data-sets corresponding to 2003 and 2010) and at transient state (on 2 aquifer tests

    Characterization and modeling of a BTEX plume originated by a sulphur rich NAPL source

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    The biodegradation of the aromatic hydrocarbons benzene, toluene, ethylbenzene, and xylene isomers (BTEX) has been the topic of numerous laboratory studies (Mazzeo et al. 2010; Xie et al. 2010) and field studies (Chapelle et al. 2002; Cozzarelli et a. 2010). Microbial consortia present in the aquifer have the potential to degrade a wide range of organic pollutants in addition to BTEX (Weelink et al. 2010). In situ studies and laboratory experiments have shown that biodegradation can abate contaminants concentration below or near to regulatory threshold levels (Anderson and Lovley, 2000; Cozzarelli et al. 2001). However, within the contaminated aquifers, often biodegradation reactions are limited by the availability of electron acceptors (Christensen et al. 2000)

    Groundwater flow systems in torbiditic units

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    The paper deals with the analysis of hydrological and hydrochemical data coming out from 2 distinct monitoring projects of springs and creeks in 5 mountainous watersheds in Northern Apennines (Italy), located inside the outcropping area of “Marnoso Arenacea” arenaceous torbiditic unit. The main goal is to define a conceptual model for groundwater flow in such a litology, widespread in the area. Base-flow discharge is mainly focused on creeks, where they intersect tectonic lineaments or as a consequence of a well developed interflow in the most detensioned and weathered shallow portion of the rock mass; springs occurrence is controlled by Arenite/Pelite ratio and is connected to local groundwater flow systems (sensu “Tóth”). Instead, the few higher yield springs are connected to watershed-boundary crossing tectonically-controlled groundwater flow systems

    Does groundwater protection in Europe require new EU-wide environmental quality standards?

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    The European Groundwater Directive could be improved by limiting the scopes of the Annexes I and II to the manmade and natural substances, respectively, and by defining a common monitoring protocol. The changes in the European land use patterns, in particular the urban sprawl phenomena, obscure the distinction between the point and diffuse sources of contamination. In the future more importance will be given to the house hold contamination. Moreover, the agricultural environment could be used for developing new conceptual models related to the pharmaceuticals

    Interazione tra gli acquiferi A1 e A2 nella zona di Settepolesini (Bondeno) tramite simulazione numerica di flusso e trasporto

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    Il lavoro qui presentato ha come obiettivo lo studio idrogeologico del I acquifero confinato A1 in un'area comprendente alcune porzioni delle province di Ferrara e Mantova. Dai dati e dalle misure raccolte si è cercato di ricavare e proporre un modello idrogeologico concettuale del sottosuolo che è poi sfociato in un modello numerico del flusso idrico sotterraneo (MODFLOW 2000). Inizialmente il grado di calibrazione di tale simulazione risultava scarso per cui sono state avanzate diverse ipotesi per cercare di migliorare il modello concettuale di riferimento. Una di queste ipotesi consisteva nel supporre la presenza di uno spartiacque piezometrico subaparallelo al fiume Po dovuto alla coalescenza tra gli acquiferi A1 ed A2. Per testare tale ipotesi è stato quindi definito un piano di campionamento e di analisi che ha previsto il prelievo di campioni d'acqua presenti in 6 piezometri ubicati nell'area di indagine. Sulla base dei dati idrogeochimici ottenuti è stato realizzato un modello numerico di trasporto non reattivo in regime stazionario, tramite il software MT3D-MS, che ha permesso di confermare la risalita di acque salate verso l'acquifero A1
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