In situ rock salt permeability measurement for long term safety assessment of storage

被引:122
作者
Cosenza, P [1 ]
Ghoreychi, M
Bazargan-Sabet, B
de Marsily, G
机构
[1] Ecole Polytech, Grp Etud Struct Souterraines Stockage G3S, F-91128 Palaiseau, France
[2] Univ Paris 06, Dept Geophys Appl, UMR 7619 Sisyphe, Paris, France
[3] Univ Paris 06, Lab Geol Appl, UMR 7619 Sisyphe, Paris, France
来源
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES | 1999年 / 36卷 / 04期
基金
中国国家自然科学基金;
关键词
D O I
10.1016/S0148-9062(99)00017-0
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
A field test was carried out in the Amelie Mine owned by Mines de Potasse d'Alsace (MDPA, France) for the purpose of measuring rock salt permeability away from underground facilities. The selected salt bed is about 1 m thick and located 16 m away from the gallery floor. The permeability was measured by means of nitrogen and saturated brine injection. Theoretical studies indicated that in order to control the 'disturbing effects' (thermal effects, chemical reaction between halite and brine), the work should be done at constant temperature and pressure, The field experiment results confirm that rock salt is permeable to gas and brine, even relatively far from underground openings. The measurements of the tests with brine were interpreted satisfactorily by a model based on Darcy's law, with an intrinsic permeability value of 2 x 10(-21) m(2) and an initial pore pressure value of 1 MPa. Interpretation of the measured gas flow rate shows that: (a) after brine percolation, the capillary pressure effect is significant and (b) gas migration in salt is not controlled by Darcy's law the Knudsen effect and partial saturation may play an important role. (C) 1999 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:509 / 526
页数:18
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