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Flow and transport predictions during multi-borehole tests in fractured chalk using discrete fracture network models
Year:
2007
Source of publication :
Hydrogeology Journal
Authors :
קורצמן, דניאל
;
.
Volume :
15
Co-Authors:
Kurtzman, D., Bureau of Economic Geology, Jackson School of Geosciences, The University of Texas at Austin, 10100 Burnet Rd., Austin, TX 78758-4445, United States
Nativ, R., The Seagram Center for Soil and Water Sciences, Faculty of Agricultural, Food and Environmental Quality Sciences, The Hebrew University of Jerusalem, P.O. Box 12, Rehovot 76100, Israel
Adar, E.M., The J. Blaustein Institutes for Desert Research, Department of Environmental Geological Sciences, Ben-Gurion University of the Negev, Sede Boker Campus, Negev 84990, Israel
Facilitators :
From page:
1629
To page:
1642
(
Total pages:
14
)
Abstract:
Multi-borehole pumping and tracer tests on the 10 to 100-m scale were conducted in a fractured chalk aquitard in the Negev Desert, Israel. Outcrop and core fracture surveys, as well as slug tests in packed-off intervals, were carried out at this site to obtain the parameters needed for construction of a stochastic discrete fracture network (DFN). Calibration of stochastic DFNs directly to the multiple borehole test data was inadequate. Instead, two equivalent deterministic DFN flow models were used: the vertical-fractures (VF) model, consisting of only vertical fractures, and the fractures' intersections (INT) model, consisting of vertical and horizontal fractures with enhanced transmissivity at their intersections. Both models were calibrated against the multi-borehole response of one pumping test and their predictions were tested against three other independent pumping tests. The average accuracies of all transient drawdown predictions of the VF and INT models were 65 and 66%, respectively. In contrast to this equality in average drawdown predictions of both models, the INT model predicted better important breakthrough curve features (e.g., first and peak arrival times), than the VF model. This result is in line with previously assumed channeled flow, derived from analytical analysis of these pumping and tracer tests. © Springer-Verlag 2007.
Note:
Related Files :
borehole
breakthrough curve
Israel
Negev
Solute transport
stochasticity
Tracer
עוד תגיות
תוכן קשור
More details
DOI :
10.1007/s10040-007-0205-x
Article number:
Affiliations:
Database:
סקופוס
Publication Type:
מאמר
;
.
Language:
אנגלית
Editors' remarks:
ID:
29191
Last updated date:
02/03/2022 17:27
Creation date:
17/04/2018 00:45
Scientific Publication
Flow and transport predictions during multi-borehole tests in fractured chalk using discrete fracture network models
15
Kurtzman, D., Bureau of Economic Geology, Jackson School of Geosciences, The University of Texas at Austin, 10100 Burnet Rd., Austin, TX 78758-4445, United States
Nativ, R., The Seagram Center for Soil and Water Sciences, Faculty of Agricultural, Food and Environmental Quality Sciences, The Hebrew University of Jerusalem, P.O. Box 12, Rehovot 76100, Israel
Adar, E.M., The J. Blaustein Institutes for Desert Research, Department of Environmental Geological Sciences, Ben-Gurion University of the Negev, Sede Boker Campus, Negev 84990, Israel
Flow and transport predictions during multi-borehole tests in fractured chalk using discrete fracture network models
Multi-borehole pumping and tracer tests on the 10 to 100-m scale were conducted in a fractured chalk aquitard in the Negev Desert, Israel. Outcrop and core fracture surveys, as well as slug tests in packed-off intervals, were carried out at this site to obtain the parameters needed for construction of a stochastic discrete fracture network (DFN). Calibration of stochastic DFNs directly to the multiple borehole test data was inadequate. Instead, two equivalent deterministic DFN flow models were used: the vertical-fractures (VF) model, consisting of only vertical fractures, and the fractures' intersections (INT) model, consisting of vertical and horizontal fractures with enhanced transmissivity at their intersections. Both models were calibrated against the multi-borehole response of one pumping test and their predictions were tested against three other independent pumping tests. The average accuracies of all transient drawdown predictions of the VF and INT models were 65 and 66%, respectively. In contrast to this equality in average drawdown predictions of both models, the INT model predicted better important breakthrough curve features (e.g., first and peak arrival times), than the VF model. This result is in line with previously assumed channeled flow, derived from analytical analysis of these pumping and tracer tests. © Springer-Verlag 2007.
Scientific Publication
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