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Steady-state analysis of cross-hole pneumatic injection tests in unsaturated fractured tuff

机译:不饱和裂缝凝灰岩跨孔气动注射试验的稳态分析

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Numerous single-hole and cross-hole pneumatic injection tests have been conducted in unsaturated fractured tuff at the Apache Leap Research Site (ALRS) near Superior, Arizona. Steady-state analyses of single-hole tests conducted by Guzman et al. [Summary of Air Permeability Data From Single-Hole Injection Tests in Unsaturated Fractured Tuffs at the Apache Leap Research Site: Results of Steady-State Test Interpretation (1996)] have yielded values of air permeability at, various locations throughout the tested rock volume on nominal scales from 0.5 to 3.0 m. Analyses of transient data from single-hole and larger-scale cross-hole tests were performed by Illman and Neuman [Ground Water. 38 (2000) 899; Water Resour. Res. 37 (2001) 583] using type-curves and by Vesselinov and Neuman [Ground Water 39 (2001) 6851 and Vesselinov et al. [Water Resour. Res. 37 (2001a) 3001; Water Resour. Res. 37 (2001b) 3041] using numerical inversion. These have yielded bulk fracture permeabilities and porosities on scales ranging from a few meters to several tens of meters. We complement the latter results by steady-state analysis of a relatively large set of cross-hole tests. Steady-state analysis (a) allows interpreting cross-hole tests that were not interpreted using type-curves due to weak or noisy signals, (b) is relatively easy to perform, and (c) yields results comparable with those obtained from transient analyses. We analyze the results statistically and discuss their implications vis-a-vis the pneumatic properties of unsaturated fractured tuff at the ALRS. Our results strengthen the evidence for a previously surmised permeability scale effect at the site. (C) 2003 Elsevier B.V. All rights reserved. [References: 51]
机译:在亚利桑那州苏必利尔附近的Apache Leap研究中心(ALRS)对不饱和裂缝凝灰岩进行了大量的单孔和跨孔气动注射测试。 Guzman等人进行的单孔测试的稳态分析。 [来自Apache Leap研究站点的不饱和裂缝凝灰岩中单孔注水测试的透气性数据摘要:稳态测试解释的结果(1996年)]已得出了整个测试岩石体积上各个位置的透气性值。标称标度从0.5到3.0 m。 Illman和Neuman [地下水]对单孔和大规模跨孔试验的瞬态数据进行了分析。 38(2000)899;水资源。 Res。 Vesselinov and Neuman [Ground Water 39(2001)6851 and Vesselinov et al。,37(2001)583]。 [水资源。 Res。 37(2001a)3001;水资源。 Res。 37(2001b)3041]使用数值反演。这些已经产生了从几米到几十米的规模的整体裂缝渗透率和孔隙率。我们通过对较大的交叉孔测试集进行稳态分析来补充后者的结果。稳态分析(a)可以解释由于弱信号或嘈杂信号而无法使用类型曲线解释的交叉孔测试,(b)相对容易执行,并且(c)产生的结果可与瞬态分析获得的结果相媲美。我们对结果进行统计分析,并讨论其对ALRS上不饱和裂缝凝灰岩的气动性能的影响。我们的结果为该地点先前推测的渗透率规模效应提供了证据。 (C)2003 Elsevier B.V.保留所有权利。 [参考:51]

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