TY - JOUR
T1 - Verification benchmarks for single-phase flow in three-dimensional fractured porous media
AU - Berre, Inga
AU - Boon, Wietse M.
AU - Flemisch, Bernd
AU - Fumagalli, Alessio
AU - Gläser, Dennis
AU - Keilegavlen, Eirik
AU - Scotti, Anna
AU - Stefansson, Ivar
AU - Tatomir, Alexandru
AU - Brenner, Konstantin
AU - Burbulla, Samuel
AU - Devloo, Philippe
AU - Duran, Omar
AU - Favino, Marco
AU - Hennicker, Julian
AU - Lee, I. Hsien
AU - Lipnikov, Konstantin
AU - Masson, Roland
AU - Mosthaf, Klaus
AU - Nestola, Maria Giuseppina Chiara
AU - Ni, Chuen Fa
AU - Nikitin, Kirill
AU - Schädle, Philipp
AU - Svyatskiy, Daniil
AU - Yanbarisov, Ruslan
AU - Zulian, Patrick
N1 - Publisher Copyright:
© 2020
PY - 2021/1
Y1 - 2021/1
N2 - Flow in fractured porous media occurs in the earth's subsurface, in biological tissues, and in man-made materials. Fractures have a dominating influence on flow processes, and the last decade has seen an extensive development of models and numerical methods that explicitly account for their presence. To support these developments, four benchmark cases for single-phase flow in three-dimensional fractured porous media are presented. The cases are specifically designed to test the methods’ capabilities in handling various complexities common to the geometrical structures of fracture networks. Based on an open call for participation, results obtained with 17 numerical methods were collected. This paper presents the underlying mathematical model, an overview of the features of the participating numerical methods, and their performance in solving the benchmark cases.
AB - Flow in fractured porous media occurs in the earth's subsurface, in biological tissues, and in man-made materials. Fractures have a dominating influence on flow processes, and the last decade has seen an extensive development of models and numerical methods that explicitly account for their presence. To support these developments, four benchmark cases for single-phase flow in three-dimensional fractured porous media are presented. The cases are specifically designed to test the methods’ capabilities in handling various complexities common to the geometrical structures of fracture networks. Based on an open call for participation, results obtained with 17 numerical methods were collected. This paper presents the underlying mathematical model, an overview of the features of the participating numerical methods, and their performance in solving the benchmark cases.
UR - http://www.scopus.com/inward/record.url?scp=85095916836&partnerID=8YFLogxK
U2 - 10.1016/j.advwatres.2020.103759
DO - 10.1016/j.advwatres.2020.103759
M3 - 期刊論文
AN - SCOPUS:85095916836
SN - 0309-1708
VL - 147
JO - Advances in Water Resources
JF - Advances in Water Resources
M1 - 103759
ER -