dc.creatorHimmelsbach T.
dc.creatorWendland E.
dc.date2000
dc.date2015-06-30T19:48:41Z
dc.date2015-11-26T14:46:34Z
dc.date2015-06-30T19:48:41Z
dc.date2015-11-26T14:46:34Z
dc.date.accessioned2018-03-28T21:56:23Z
dc.date.available2018-03-28T21:56:23Z
dc.identifier
dc.identifierIahs-aish Publication. Iahs, Houston, Tx, United States, v. , n. 262, p. 325 - 331, 2000.
dc.identifier1447815
dc.identifier
dc.identifierhttp://www.scopus.com/inward/record.url?eid=2-s2.0-0034124438&partnerID=40&md5=78dcd826186287673522dba0b91a5cb2
dc.identifierhttp://www.repositorio.unicamp.br/handle/REPOSIP/107029
dc.identifierhttp://repositorio.unicamp.br/jspui/handle/REPOSIP/107029
dc.identifier2-s2.0-0034124438
dc.identifier.urihttp://repositorioslatinoamericanos.uchile.cl/handle/2250/1252898
dc.descriptionExploited coal seams are used to deposit industrial residues from thermal energy and waste incineration plants in North Rhine Westfalia, Germany. Use of such an underground repository requires proof that dissolved contaminants cannot reach the biosphere. Numerical models may be used as tool to predict the local and temporal migration of pollutants. In order to investigate the migration of heavy metals in a porous sandstone block containing a single fracture, two tracer experiments were performed under precisely defined hydraulic flow conditions. In the experiments, pyranine, cadmium and lead were applied, and the hydrochemical conditions corresponded to a depth of 1000 m below ground surface. The fracture was considered as a two dimensional parallel plate conduit and the rock matrix was treated as a three dimensional porous medium. Together with rock properties determined in the laboratory, the modelling yielded a good agreement between measured and simulated breakthrough curves by calibrating the fracture aperture and longitudinal dispersion.Exploited coal seams are used to deposit industrial residues from thermal energy and waste incineration plants in North Rhine Westfalia, Germany. Use of such an underground repository requires proof that dissolved contaminants cannot reach the biosphere. Numerical models may be used as tool to predict the local and temporal migration of pollutants. In order to investigate the migration of heavy metals in a porous sandstone block containing a single fracture, two tracer experiments were performed under precisely defined hydraulic flow conditions. In the experiments, pyranine, cadmium and lead were applied, and the hydrochemical conditions corresponded to a depth of 1000 m below ground surface. The fracture was considered as a two dimensional parallel plate conduit and the rock matrix was treated as a three dimensional porous medium. Together with rock properties determined in the laboratory, the modelling yielded a good agreement between measured and simulated breakthrough curves by calibrating the fracture aperture and longitudinal dispersion.
dc.description
dc.description262
dc.description325
dc.description331
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dc.descriptionHimmelsbach, T., König, Ch., Risk assessment of subsurface waste disposal in the near field of coal mines (1997) Groundwater in the Urban Environment, Problems, Processes and Management, 1, pp. 421-426. , ed. by J Chilton et a/., Balkema, The Netherlands
dc.descriptionHimmelsbach, T., Wendland, E., Schwermetalltransport in Sandsteinen unter Bedingungen einer hochsalinaren Porenwasserlosung: Laborversuch und Modellierung (1999) Grundwasser, 3 (4), pp. 103-112
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dc.descriptionTang, D.H., Frind, E.O., Sudicky, E.A., Contaminant transport in fractured porous media. Analytical solution for a single fracture (1981) Wat Resour. Res., 17 (3), pp. 555-564
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dc.descriptionWendland, E., Schmid, G., Symmetrical streamline stabilization (S3) for high advective transport processes (1996) Proc XI International Conference on Computational Methods in Water Resources, pp. 569-576. , Cancun, Mexico, Computational Mechanic Publ. no. 1, Southhampton, UK
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dc.languageen
dc.publisherIAHS, Houston, TX, United States
dc.relationIAHS-AISH Publication
dc.rightsfechado
dc.sourceScopus
dc.titleTransport Of Heavy Metals In A Fractured Porous Block: Experiments And A 3-d Model
dc.typeActas de congresos


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