Improved Resolution of Ambient Flow through Fractured Rock with Temperature Logs |
| |
Authors: | P.E. Pehme B.L. Parker J.A. Cherry J.P. Greenhouse |
| |
Affiliation: | 1. School of Engineering, University of Guelph, 50 Stone Road East, Guelph, Ontario, N1G 2W1, Canada;2. (519)836-4120 ext. 53642;3. fax (519)836-0227;4. bparker@uoguelph.ca;5. Department of Earth Sciences, University of Waterloo, 200 University Avenue West, Waterloo, Ontario, Canada N2L 3G1, Canada;6. (519)8884516;7. fax (519)883-0220;8. cherryja@rogers.com;9. PO Box 122, Tobermory, ON N0B 1N0;10. (519) 596-2081 gifreenh@amtelecom.net |
| |
Abstract: | In contaminant hydrogeology, investigations at fractured rock sites are typically undertaken to improve understanding of the fracture networks and associated groundwater flow that govern past and/or future contaminant transport. Conventional hydrogeologic, geophysical, and hydrophysical techniques used to develop a conceptual model are often implemented in open boreholes under conditions of cross-connected flow. A new approach using high-resolution temperature (±0.001°C) profiles measured within static water columns of boreholes sealed using continuous, water-inflated, flexible liners (FLUTe™) identifies hydraulically active fractures under ambient (natural) groundwater flow conditions. The value of this approach is assessed by comparisons of temperature profiles from holes (100 to 200 m deep) with and without liners at four contaminated sites with distinctly different hydrogeologic conditions. The results from the lined holes consistently show many more hydraulically active fractures than the open-hole profiles, in which the influence of vertical flow through the borehole between a few fractures masks important intermediary flow zones. Temperature measurements in temporarily sealed boreholes not only improve the sensitivity and accuracy of identifying hydraulically active fractures under ambient conditions but also offer new insights regarding previously unresolvable flow distributions in fractured rock systems, while leaving the borehole available for other forms of testing and monitoring device installation. |
| |
Keywords: | |
|
|