TY - JOUR
T1 - An inverse approach to the construction of fracture hydrology models conditioned by geophysical data. An example from the validation exercises at the Stripa Mine
AU - Long, J. C.S.
AU - Karasaki, K.
AU - Davey, A.
AU - Peterson, J.
AU - Landsfeld, M.
AU - Kemeny, J.
AU - Martel, S.
N1 - Funding Information:
Acknowledgements--This work was supported by the Repository Technology and Transportation Division of the Office of Civilian Nuclear Waste Management of the U.S. Department of Energy under Contract DE-ACO3-76SF00098. We are grateful for their support. We also wish to thank the Stripa Project for accommodating and supporting our efforts. In paticular, we would like to thank Ned Patera. Mike Ferrigan, ONe Olsson, John Black, Bengt Stillborg, Paul Gnirk, David Holmes, Calin Cosma, Jurgin Pihl, John Gale, Bill Dershowitz, Alan Herbert, Gunnar Gustafson, David Hodgkinson and Stratis Vomvoris for their help, discussions and encouragement. We would like to thank Paul Witherspoon, Joe Wang, David Hodgkinson and Veikko Taivassalo for reviewing this document. Last but not least, we thank our families for their patience during our many, seemingly endless sojourns abroad.
PY - 1991/5
Y1 - 1991/5
N2 - One approach for the construction of fracture flow models is to collect statistical data about the geometry and hydraulic apertures of the fractures and use this data to construct statistically identical realizations of the fracture network for fluid flow analysis. We have found that this approach has two major problems. One is that an extremely small percentage of visible fractures may be hydrologically active. The other is that on any scale you are interested in characterizing usually a small number of large features dominate the behaviour ([1] Transport Processes in Porous Media. Kluwer Academic, The Netherlands, 1989). To overcome these problems we are proposing an approach in which the model is strongly conditioned by geology and geophysics. Tomography is used to identify the large features. The hydraulic behaviour of these features is then obtained using an inverse technique called "simulated annealing." The first application of this approach has been at the Stripa mine in Sweden as part of the Stripa Project. Within this effort, we built a model to predict the inflow to the Simulated Drift Experiment (SDE), i.e. inflow to six parallel, closely-spaced holes, the N- and W-holes. We predict a mean total flow of approx. 3.1 (l/min) into the six holes (two-holes) with a coefficient of variation near unity and a prediction error of about 4.6l/min. The actual measured inflow is close to 2l/min.
AB - One approach for the construction of fracture flow models is to collect statistical data about the geometry and hydraulic apertures of the fractures and use this data to construct statistically identical realizations of the fracture network for fluid flow analysis. We have found that this approach has two major problems. One is that an extremely small percentage of visible fractures may be hydrologically active. The other is that on any scale you are interested in characterizing usually a small number of large features dominate the behaviour ([1] Transport Processes in Porous Media. Kluwer Academic, The Netherlands, 1989). To overcome these problems we are proposing an approach in which the model is strongly conditioned by geology and geophysics. Tomography is used to identify the large features. The hydraulic behaviour of these features is then obtained using an inverse technique called "simulated annealing." The first application of this approach has been at the Stripa mine in Sweden as part of the Stripa Project. Within this effort, we built a model to predict the inflow to the Simulated Drift Experiment (SDE), i.e. inflow to six parallel, closely-spaced holes, the N- and W-holes. We predict a mean total flow of approx. 3.1 (l/min) into the six holes (two-holes) with a coefficient of variation near unity and a prediction error of about 4.6l/min. The actual measured inflow is close to 2l/min.
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U2 - 10.1016/0148-9062(91)92162-R
DO - 10.1016/0148-9062(91)92162-R
M3 - Article
AN - SCOPUS:0026153707
SN - 0148-9062
VL - 28
SP - 121
EP - 142
JO - International Journal of Rock Mechanics and Mining Sciences and
JF - International Journal of Rock Mechanics and Mining Sciences and
IS - 2-3
ER -