Literature DB >> 22823750

Influence of pressure change during hydraulic tests on fracture aperture.

Sung-Hoon Ji1, Yong-Kwon Koh, Kristopher L Kuhlman, Moo Yul Lee, Jong Won Choi.   

Abstract

In a series of field experiments, we evaluate the influence of a small water pressure change on fracture aperture during a hydraulic test. An experimental borehole is instrumented at the Korea Atomic Energy Research Institute (KAERI) Underground Research Tunnel (KURT). The target fracture for testing was found from the analyses of borehole logging and hydraulic tests. A double packer system was developed and installed in the test borehole to directly observe the aperture change due to water pressure change. Using this packer system, both aperture and flow rate are directly observed under various water pressures. Results indicate a slight change in fracture hydraulic head leads to an observable change in aperture. This suggests that aperture change should be considered when analyzing hydraulic test data from a sparsely fractured rock aquifer.
© 2012, The Author(s). Groundwater © 2012, National Ground Water Association.

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Year:  2012        PMID: 22823750     DOI: 10.1111/j.1745-6584.2012.00968.x

Source DB:  PubMed          Journal:  Ground Water        ISSN: 0017-467X            Impact factor:   2.671


  1 in total

1.  Failure Behavior of Granite Affected by Confinement and Water Pressure and Its Influence on the Seepage Behavior by Laboratory Experiments.

Authors:  Cheng Cheng; Xiao Li; Shouding Li; Bo Zheng
Journal:  Materials (Basel)       Date:  2017-07-14       Impact factor: 3.623

  1 in total

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