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Statements

Subject Item
n2:RIV%2F46747885%3A24620%2F13%3A%230000402%21RIV14-MPO-24620___
rdf:type
skos:Concept n15:Vysledek
rdfs:seeAlso
http://www.wseas.us/e-library/conferences/2013/Brasov/MMIC/MMIC-27.pdf
dcterms:description
The paper deals with solution of the flow problem on the 2D discrete fracture network, in context of coupled stress-flow-transport problem. It describes and evaluates two algorithms for the simplification of fracture network geometry to reduce the problem size and to avoid possible ill-conditioning of the problem. The reduction is controlled by a length parameter expressing a scale of the geometry simplification. The effect on the flow problem solution change and its dependence on the mechanical stress field is evaluated depending on the reduction parameters and in the context of problem size decrease. For both methods, a certain level of reduction can be found, with sufficiently small effect of solution and reasonable save of computation. The paper deals with solution of the flow problem on the 2D discrete fracture network, in context of coupled stress-flow-transport problem. It describes and evaluates two algorithms for the simplification of fracture network geometry to reduce the problem size and to avoid possible ill-conditioning of the problem. The reduction is controlled by a length parameter expressing a scale of the geometry simplification. The effect on the flow problem solution change and its dependence on the mechanical stress field is evaluated depending on the reduction parameters and in the context of problem size decrease. For both methods, a certain level of reduction can be found, with sufficiently small effect of solution and reasonable save of computation.
dcterms:title
Reduction of the Discrete Fracture Network and its Effect on the Solution of the Flow Problem Reduction of the Discrete Fracture Network and its Effect on the Solution of the Flow Problem
skos:prefLabel
Reduction of the Discrete Fracture Network and its Effect on the Solution of the Flow Problem Reduction of the Discrete Fracture Network and its Effect on the Solution of the Flow Problem
skos:notation
RIV/46747885:24620/13:#0000402!RIV14-MPO-24620___
n15:predkladatel
n22:orjk%3A24620
n3:aktivita
n5:P
n3:aktivity
P(FR-TI1/362)
n3:dodaniDat
n16:2014
n3:domaciTvurceVysledku
n6:7059833 n6:7728301
n3:druhVysledku
n21:D
n3:duvernostUdaju
n10:S
n3:entitaPredkladatele
n20:predkladatel
n3:idSjednocenehoVysledku
101856
n3:idVysledku
RIV/46747885:24620/13:#0000402
n3:jazykVysledku
n19:eng
n3:klicovaSlova
discrete fracture network, groundwater flow, Decovalex, Flow123D, coupled problem
n3:klicoveSlovo
n13:Flow123D n13:Decovalex n13:groundwater%20flow n13:coupled%20problem n13:discrete%20fracture%20network
n3:kontrolniKodProRIV
[805335E9925E]
n3:mistoKonaniAkce
Brasov, Romania
n3:nazevZdroje
Mathematical Models in Engineering & Computer Science
n3:obor
n23:DJ
n3:pocetDomacichTvurcuVysledku
2
n3:pocetTvurcuVysledku
3
n3:projekt
n4:FR-TI1%2F362
n3:rokUplatneniVysledku
n16:2013
n3:tvurceVysledku
Havlíček, Jiří Rálek, Petr Hokr, Milan
n3:typAkce
n8:EUR
n3:zahajeniAkce
2013-01-01+01:00
s:numberOfPages
7
n17:hasPublisher
WSEAS Press
n14:isbn
978-1-61804-194-4
n18:organizacniJednotka
24620