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Statements

Subject Item
n2:RIV%2F46747885%3A24220%2F12%3A%230002217%21RIV13-MPO-24220___
rdf:type
skos:Concept n8:Vysledek
dcterms:description
Solution of groundwater problems is one of the challenges of numerical computing. The typical dificulty is complex problem geometry and material inhomogeneity in contrast with lack of field measured data. In the presented work we show examples of solution of 3D water flow problem with contrast of geometric features size, combination of 3D and 2D domains, and contrast of coefficients in the equation. The solved problem is a real site near Bedrichov in Jizera Mountains, where water in flow to a tunnel in 100m depth is measured. We continue the work presented in [3] which did not include the above complex features. This study is motivated by understanding the water flow in compact rock similar to such considered for deep geological repository of spent nuclear fuel [2]. Solution of groundwater problems is one of the challenges of numerical computing. The typical dificulty is complex problem geometry and material inhomogeneity in contrast with lack of field measured data. In the presented work we show examples of solution of 3D water flow problem with contrast of geometric features size, combination of 3D and 2D domains, and contrast of coefficients in the equation. The solved problem is a real site near Bedrichov in Jizera Mountains, where water in flow to a tunnel in 100m depth is measured. We continue the work presented in [3] which did not include the above complex features. This study is motivated by understanding the water flow in compact rock similar to such considered for deep geological repository of spent nuclear fuel [2].
dcterms:title
Model of water in ow to undeground space with fracture network - comparison with measured data Model of water in ow to undeground space with fracture network - comparison with measured data
skos:prefLabel
Model of water in ow to undeground space with fracture network - comparison with measured data Model of water in ow to undeground space with fracture network - comparison with measured data
skos:notation
RIV/46747885:24220/12:#0002217!RIV13-MPO-24220___
n8:predkladatel
n9:orjk%3A24220
n5:aktivita
n16:P
n5:aktivity
P(FR-TI1/362)
n5:dodaniDat
n6:2013
n5:domaciTvurceVysledku
n18:5494702
n5:druhVysledku
n22:D
n5:duvernostUdaju
n12:S
n5:entitaPredkladatele
n10:predkladatel
n5:idSjednocenehoVysledku
150933
n5:idVysledku
RIV/46747885:24220/12:#0002217
n5:jazykVysledku
n19:eng
n5:klicovaSlova
groundwater, numerical simulation, discrete fracture network, tunnel
n5:klicoveSlovo
n7:tunnel n7:discrete%20fracture%20network n7:numerical%20simulation n7:groundwater
n5:kontrolniKodProRIV
[139A99BAD169]
n5:mistoKonaniAkce
Liberec
n5:mistoVydani
Liberec
n5:nazevZdroje
SNA'12 Seminar on Numerical Analysis - Modelling and Simulation of Challenging Engineering Problems
n5:obor
n15:BK
n5:pocetDomacichTvurcuVysledku
1
n5:pocetTvurcuVysledku
3
n5:projekt
n20:FR-TI1%2F362
n5:rokUplatneniVysledku
n6:2012
n5:tvurceVysledku
Škarydová, Ilona Hokr, Milan Balvín, Aleš
n5:typAkce
n11:CST
n5:zahajeniAkce
2012-01-01+01:00
s:numberOfPages
3
n17:hasPublisher
Technická univerzita v Liberci
n14:isbn
978-80-7372-821-2
n13:organizacniJednotka
24220