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Upscaling permeability for three-dimensional fractured porous rocks with the multiple boundary method

Authors :
Tao Chen
Christoph Clauser
Karen Willbrand
Gabriele Marquart
Thomas Hiller
Source :
Hydrogeology Journal. 26:1903-1916
Publication Year :
2018
Publisher :
Springer Science and Business Media LLC, 2018.

Abstract

Upscaling permeability of grid blocks is crucial for groundwater models. A novel upscaling method for three-dimensional fractured porous rocks is presented. The objective of the study was to compare this method with the commonly used Oda upscaling method and the volume averaging method. First, the multiple boundary method and its computational framework were defined for three-dimensional stochastic fracture networks. Then, the different upscaling methods were compared for a set of rotated fractures, for tortuous fractures, and for two discrete fracture networks. The results computed by the multiple boundary method are comparable with those of the other two methods and fit best the analytical solution for a set of rotated fractures. The errors in flow rate of the equivalent fracture model decrease when using the multiple boundary method. Furthermore, the errors of the equivalent fracture models increase from well-connected fracture networks to poorly connected ones. Finally, the diagonal components of the equivalent permeability tensors tend to follow a normal or log-normal distribution for the well-connected fracture network model with infinite fracture size. By contrast, they exhibit a power-law distribution for the poorly connected fracture network with multiple scale fractures. The study demonstrates the accuracy and the flexibility of the multiple boundary upscaling concept. This makes it attractive for being incorporated into any existing flow-based upscaling procedures, which helps in reducing the uncertainty of groundwater models.

Details

ISSN :
14350157 and 14312174
Volume :
26
Database :
OpenAIRE
Journal :
Hydrogeology Journal
Accession number :
edsair.doi...........6c08cfb00c315ddc25e043cf85122eb1
Full Text :
https://doi.org/10.1007/s10040-018-1744-z