Key Points Comparison of pneumatic injection tests and pressure fluctuation monitoring Interpretation of field data with 3D numerical simulations Influence of fracture density and size of tested volume on air permeability Air permeability is measured in the fractured crystalline rocks of the Roselend Natural Laboratory (France). Single-hole pneumatic injection tests as well as differential barometric pressure monitoring are conducted on scales ranging from 1 to 50 m, in both shallow and deep boreholes, as well as in an isolated 60 m3 chamber at 55 m depth. The field experiments are interpreted using numerical simulations in equivalent homogeneous porous media with their real 3-D geometry in order to estimate pneumatic parameters. For pneumatic injection tests, steady-state data first allow to estimate air permeability. Then, pressure recovery after a pneumatic injection test allows to estimate the air-filled porosity. Comparison between the various studied cases clarifies the influence of the boundary conditions on the accuracy of the often used 1-D estimate of air permeability. It also shows that permeabilities correlate slightly with fracture density. In the chamber, a 1 order-of-magnitude difference is found between the air permeabilities obtained from pneumatic injection tests and from differential barometric pressure monitoring. This discrepancy is interpreted as a scale effect resulting from the approximation of the heterogeneous fractured rock by a homogeneous numerical model. The difference between the rock volumes investigated by pneumatic injection tests and by differential barometric pressure monitoring may also play a role. No clear dependence of air permeability on saturation has been found so far. ©2013. American Geophysical Union. All Rights Reserved.
CITATION STYLE
Guillon, S., Vu, M. T., Pili, E., & Adler, P. M. (2013). Field and numerical determinations of pneumatic flow parameters of unsaturated fractured porous rocks on various scales. Water Resources Research, 49(5), 2801–2811. https://doi.org/10.1002/wrcr.20263
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