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  • This work deals with modelling of groundwater flow in compact rock with network of discrete fractures. The test problem is given by stochastically generated network of lines (fractures) with large variations of the aperture, conductivity, and discretisation element size which leads to the differences of the coefficients in the linear equations system up to ten orders of magnitude. We compare our own simulation code using mixed finite elements with commercial code NAPSAC using standard finite elements. Both codes produce consistent results, with differences in percents but unevenly distributed. Results from mixed finite elements have four orders of magnitude smaller error of mass balance than those from standard finite elements.
  • This work deals with modelling of groundwater flow in compact rock with network of discrete fractures. The test problem is given by stochastically generated network of lines (fractures) with large variations of the aperture, conductivity, and discretisation element size which leads to the differences of the coefficients in the linear equations system up to ten orders of magnitude. We compare our own simulation code using mixed finite elements with commercial code NAPSAC using standard finite elements. Both codes produce consistent results, with differences in percents but unevenly distributed. Results from mixed finite elements have four orders of magnitude smaller error of mass balance than those from standard finite elements. (en)
Title
  • Sensitivity of Results of the Water Flow Problem in a Discrete Fracture Network with Large Coefficient Differences
  • Sensitivity of Results of the Water Flow Problem in a Discrete Fracture Network with Large Coefficient Differences (en)
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  • Sensitivity of Results of the Water Flow Problem in a Discrete Fracture Network with Large Coefficient Differences
  • Sensitivity of Results of the Water Flow Problem in a Discrete Fracture Network with Large Coefficient Differences (en)
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  • RIV/46747885:24220/11:#0001846!RIV12-GA0-24220___
http://linked.open...avai/predkladatel
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(FR-TI1/362), P(GA205/09/1879)
http://linked.open...vai/riv/dodaniDat
http://linked.open...aciTvurceVysledku
http://linked.open.../riv/druhVysledku
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http://linked.open...dnocenehoVysledku
  • 228843
http://linked.open...ai/riv/idVysledku
  • RIV/46747885:24220/11:#0001846
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • numerical simulation; finite element method; fracture flow; benchmark problem (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [60832949816D]
http://linked.open...v/mistoKonaniAkce
  • Borovets, Bulharsko
http://linked.open...i/riv/mistoVydani
  • Heidelberg
http://linked.open...i/riv/nazevZdroje
  • Numerical Methods and Applications
http://linked.open...in/vavai/riv/obor
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http://linked.open...vavai/riv/projekt
http://linked.open...UplatneniVysledku
http://linked.open...iv/tvurceVysledku
  • Hokr, Milan
  • Rálek, Petr
  • Březina, Jan
  • Kopal, Jiří
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
number of pages
http://bibframe.org/vocab/doi
  • 10.1007/978-3-642-18466-6_50
http://purl.org/ne...btex#hasPublisher
  • Springer-Verlag. Berlin
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  • 978-3-642-18465-9
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  • 24220
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