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PREDICTION OF GROUNDWATER TABLE LOWERING FOR LIGNITE OPEN-CAST MINING IN A KARSTIC TERRAIN IN WESTERN MACEDONIA, GREECE

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dc.contributor.author KAVVADAS, MJ en
dc.contributor.author MARINOS, PG en
dc.date.accessioned 2014-03-01T01:10:08Z
dc.date.available 2014-03-01T01:10:08Z
dc.date.issued 1994 en
dc.identifier.issn 0481-2085 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/11320
dc.subject Macedonia en
dc.subject.classification Engineering, Geological en
dc.subject.classification Geosciences, Multidisciplinary en
dc.title PREDICTION OF GROUNDWATER TABLE LOWERING FOR LIGNITE OPEN-CAST MINING IN A KARSTIC TERRAIN IN WESTERN MACEDONIA, GREECE en
heal.type journalArticle en
heal.identifier.primary 10.1144/GSL.QJEGH.1993.027.0S.06 en
heal.identifier.secondary http://dx.doi.org/10.1144/GSL.QJEGH.1993.027.0S.06 en
heal.language English en
heal.publicationDate 1994 en
heal.abstract Planning for the development of new lignite mines in the Ptolemais basin in western Macedonia, Greece, required the investigation of the hydrogeological characteristics of the adjacent karstic aquifer, since open-cast exploitation involves extensive and sustained groundwater table lowering (up to 260 metres). Review and evaluation of existing hydrological-hydrogeological data, in conjunction with the results of recent measurements, shows that groundwater flow is to the southeast in a single highly transitive karstified marble aquifer. An analytical regional flow model based on the finite element method is developed and used to assess the feasibility of the required groundwater table lowering and its effects on the hydrological budget of lake Vegoritis, nine kilometres from the mines and in hydraulic continuity with the karstic aquifer. Model predictions show that the required ground water table lowering is not economically feasible at present and that any sustained large-scale dewatering scheme will significantly increase lake losses within a period done to two years. It is thus concluded that exploitation of the new lignite-bearing horizons should not reach the karstic marbles at the boundary of the basin, but a zone of the relatively impermeable alluvium should be left to act as a seal. This scheme should be combined with partial lowering of the groundwater table to relieve the hydrostatic pressures on the seal, thus increasing the margin of safety against piping and slope failure. en
heal.publisher GEOLOGICAL SOC PUBL HOUSE en
heal.journalName QUARTERLY JOURNAL OF ENGINEERING GEOLOGY en
dc.identifier.doi 10.1144/GSL.QJEGH.1993.027.0S.06 en
dc.identifier.isi ISI:A1994PE19500006 en
dc.identifier.volume 27 en
dc.identifier.spage S41 en
dc.identifier.epage S55 en


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