Geological and Geophysical Investigations of the Hydrogeology of Fort Wainwright, Alaska - CR96_040007
Figure 1. OU-3 sites north of the Chena River, including the Tank Farm, Truck Fill Stand, Canol Road pipeline and Test Grid
Figure 3. Aerial photograph of the discontinuous permafrost region generally north of the Chena River
Surficial and bedrock geology
Figure 5. Assemblages of alluvial deposits distinguished by the trends of the point bars, swales, former channels, and levees north of the Chena River
METHODS OF INVESTIGATION - CR96_040012
Figure 7. Ground-truth boreholes located on GPR transects
Figure 9. Ground water flow monitoring system.
ANALYSIS AND INTERPRETATION - CR96_040015
Figure 10. Preliminary maps of the Canol Road area.
Figure 10. Continued
Aquifers
Figure 12. Depths to the bottom of perma-frost from boreholes in the Canol Road area
GROUND WATER FLOW PATTERNS
Figure 15. Potential deep aquifer flow paths depicted for two scenarios
SEEPAGE MEASUREMENTS
Table 1. Relative seepage velocity and direction data in monitoring wells
Figure 18. Monthly mean flow vectors calculated from daily flow system measurements during the October 1994 to March 1995
Figure 18. Continued - CR96_040025
Figure 19. Mean flow directions for October 1994 to March 1995
CONCLUSIONS - CR96_040027
RECOMMENDATIONS - CR96_040028
APPENDIX A: GROUND-PENETRATING RADAR OPERATION AND THEORY
Antennas and radiation-continue
Report Documentation Page - CR96_040031
CR96_04
Figure 1. OU-3 sites north of the Chena River, including the Tank Farm, Truck Fill Stand, Canol Road pipeline and Test Grid
Figure 3. Aerial photograph of the discontinuous permafrost region generally north of the Chena River
Surficial and bedrock geology
Figure 5. Assemblages of alluvial deposits distinguished by the trends of the point bars, swales, former channels, and levees north of the Chena River
METHODS OF INVESTIGATION - CR96_040012
Figure 7. Ground-truth boreholes located on GPR transects
Figure 9. Ground water flow monitoring system.
ANALYSIS AND INTERPRETATION - CR96_040015
Figure 10. Preliminary maps of the Canol Road area.
Figure 10. Continued
Aquifers
Figure 12. Depths to the bottom of perma-frost from boreholes in the Canol Road area
GROUND WATER FLOW PATTERNS
Figure 15. Potential deep aquifer flow paths depicted for two scenarios
SEEPAGE MEASUREMENTS
Table 1. Relative seepage velocity and direction data in monitoring wells
Figure 18. Monthly mean flow vectors calculated from daily flow system measurements during the October 1994 to March 1995
Figure 18. Continued - CR96_040025
Figure 19. Mean flow directions for October 1994 to March 1995
CONCLUSIONS - CR96_040027
RECOMMENDATIONS - CR96_040028
APPENDIX A: GROUND-PENETRATING RADAR OPERATION AND THEORY
Antennas and radiation-continue
Report Documentation Page - CR96_040031
CR96_04
