Experimental and Numerical Investigation of Flow Phenomena in Nonisothermal, Variably Saturated BentoniteCrushed Rock Mixtures
Irina Engelhardt*,a,
Stefan Finsterleb and
Cor Hofsteec
a Federal Institute of Geosciences and Natural Research (BGR), D-30655, Hannover, Germany
b Lawrence Berkeley National Laboratory (LBNL), University of California, Berkeley, CA 94720
c Netherlands Institute of Applied Geosciences (TNO-NITG), 3508 TA Utrecht, Netherlands

View larger version (85K):
[in a new window]
|
Fig. 1. Schematic of coupled thermal hydraulic processes at Äspö Hard Rock Laboratory.
|
|

View larger version (20K):
[in a new window]
|
Fig. 2. Measured (symbols) and calculated (lines) viscosity and density of Äspö water as a function of temperature.
|
|

View larger version (13K):
[in a new window]
|
Fig. 3. Measured (square) and calculated (line) surface tension of Äspö water as a function of temperature.
|
|

View larger version (63K):
[in a new window]
|
Fig. 4. Schematic drawing and parts of pressure cell apparatus.
|
|

View larger version (24K):
[in a new window]
|
Fig. 5. Determination of the capillary pressuresaturation relationship based on vapor-pressure measurements using a thermohygrometer.
|
|

View larger version (13K):
[in a new window]
|
Fig. 6. Experimental setup for thermal and gas injection experiments (T1 through T5 indicate temperature sensors, P indicates a manometer).
|
|

View larger version (19K):
[in a new window]
|
Fig. 7. Experimental capillary pressuresaturation data (symbols) and fitted BrooksCorey and van Genuchten models (lines).
|
|

View larger version (17K):
[in a new window]
|
Fig. 8. Comparison between the measured (symbols) and calculated (lines) temperatures.
|
|

View larger version (28K):
[in a new window]
|
Fig. 9. Comparison of measured (circles) and calculated water flow (blue and red lines); calculated gas saturation 3 cm above the injection.
|
|

View larger version (43K):
[in a new window]
|
Fig. 10. Flocculated structure and flow paths in a bimodal medium: water moving through micropores and macropores.
|
|

View larger version (22K):
[in a new window]
|
Fig. 11. Comparison of the measured (squares) and calculated pressure (lines) in the burette.
|
|

View larger version (25K):
[in a new window]
|
Fig. 12. Sensitivity of water flow, temperature at sensor T2, and gas pressure in the burette for the van Genuchten model.
|
|
Copyright © 2003 by the Soil Science Society of America.