Please use this identifier to cite or link to this item: http://hdl.handle.net/2122/8183
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dc.contributor.authorallPolemio, M.; CNR-IRPIen
dc.contributor.authorallRomanazzi, L.; Politecnico di Barien
dc.date.accessioned2012-10-13T23:03:14Zen
dc.date.available2012-10-13T23:03:14Zen
dc.date.issued1999en
dc.identifier.urihttp://hdl.handle.net/2122/8183en
dc.description.abstractThe use of a deserted clay quarry to collect iron manufacturing-derived special wastes has been carefully assessed with a view to protecting ground water resources. The shallower ground water is of low quantity and poor quality. It is encompassed by a calcarenite aquifer, the bottom of which consists of clays. A limited calcarenite layer is found below, transgressively lying over the main Apulian carbonate shelf. The aquifer carbonate rocks enclose large ground water resources which ultimately flows into the Ionian Sea. A plastic waterproof diaphragm inert to percolation products has been installed to protect ground water against pollution hazards resulting from the disposal of industrial wastes. The dump is actually located in the vicinity of major industrial plants, the basements of which corresponds to the shallow aquifer. Both the basements and the railway cuttings greatly affect the ground water flow. Hydrogeological applied numerical calculation techniques have been used to evaluate the impact of a drainage trench on the ground water flow together with any noticeable influence of the latter on construction works and industrial plants in place.en
dc.language.isoEnglishen
dc.relation.ispartofBulletin of Engineering Geology and the Environmenten
dc.relation.ispartofseries57/3en
dc.subjectwaste dumpen
dc.subjectnumerical simulationen
dc.subjectgroundwateren
dc.subjectindustrial pollutionen
dc.titleNumerical simulation of groundwater protection works against industrial waste dumpen
dc.title.alternativeSimulation numerique d’ouvrages de protection des eaux souterraines contre toute pollution causee par un terrain de decharge de dechets industrielsen
dc.typearticleen
dc.description.statusPublisheden
dc.type.QualityControlPeer-revieweden
dc.description.pagenumber253-261en
dc.identifier.URLhttp://www.springerlink.com/content/qyfefty8qy6gq8pc/en
dc.subject.INGV05. General::05.08. Risk::05.08.02. Hydrogeological risken
dc.identifier.doi10.1007/s100640050042en
dc.relation.referencesCIARANFI N., NUOVO G., RICCHETTI G.,1971. Le argille di Taranto e di Montemesola (studio geologico,geochimico e paleontologico). Boll.Soc.Geol.Ital.,vol.90,Roma. COTECCHIA V., MELIDORO G., ROMANAZZI L., SPILOTRO G. ,1977. Osservazioni sul comportamento geotecnico delle argille di Taranto determinato da alcuni caratteri geologici. Atti II Congr.Naz.Argille dell'A.I.P.E.A. DELL’ANNA L., GARAVELLI C.L.,1972. Notizie mineralogiche e chimiche su sedimenti attuali del Golfo di Taranto. Geol.Appl. e Idrogeol.vol. VII, Bari. POLEMIO M.,1996. Le calamità idrogeologiche dell'inverno 1995-96 nel territorio tarantino. in Luino, F., ed., Conv. Int. "La prevenzione delle catastrofi idrogeologiche: il contributo della ricerca scientifica", Volume 2: Alba, CNR IRPI, p. 63-73. POLEMIO M., ROMANAZZI L.,1991. Vulnerabilità e protezione delle acque sotterranee dal rischio di inquinamento derivante da una discarica controllata per rifiuti speciali (area industriale di Taranto). Biennal Conference ANDIS: Roma, p. 61-72. Mc DONALD M.G., HARBAUGH A.W.,1988. A modular three-dimensional finite difference groundwater flow model. USGS. RICCHETTI G.,1970. Nuove osservazioni sui depositi plio-pleistocenici nei dintorni di Taranto: I "tufi" calcarei con "Artica Islandica", Boll.Soc.Geol.Ital., vol.89. SPILOTRO G. ,1983. Studio geologico,geotecnico ed idrogeologico di un'area di cava in argille al fine della valutazione dell'idoneità all'uso come recipiente di scarichi industriali, Geol.Appl. e Idrogeol, vol.18, Bari. THORNTHWAITE, C.W. & MATHER, J.R. (1957). Instructions and tables for computing potential evapotraspiration and the water balance. Drexel Inst. of limat., 10, 323 pp., Centerton. ZHENG C., BRADBURY K.R., ANDERSON M.P.,1989. A computer model for calculating groundwater paths and travel times in transient three-dimensional flow fields. Information Circular, Wisconsin Geological and Natural History Survey, Madison, Wisconsin.en
dc.description.obiettivoSpecifico5.5. TTC - Sistema Informativo Territorialeen
dc.description.journalTypeJCR Journalen
dc.description.fulltextopenen
dc.relation.issn1435-9529en
dc.contributor.authorPolemio, M.en
dc.contributor.authorRomanazzi, L.en
dc.contributor.departmentCNR-IRPIen
dc.contributor.departmentPolitecnico di Barien
item.openairetypearticle-
item.cerifentitytypePublications-
item.languageiso639-1en-
item.grantfulltextopen-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.fulltextWith Fulltext-
crisitem.author.deptCNR-IRPI-
crisitem.author.deptPolitecnico di Bari-
crisitem.classification.parent05. General-
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