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Influence of the mode of matrix porosity determination on matrix diffusion calculations

机译:基质孔隙度确定方式对基质扩散计算的影响

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The theoretical basis for matrix diffusion in fractured rocks and the methodology for the determination of diffusion coefficients in the laboratory are well established. One significant problem, however, remains in that it is difficult to quantify the degree of sample disturbance affecting the geometrical, geophysical and hydraulic properties of the rock matrix. A new technique, with in situ rock impregnation with resin, for examining the diffusion-accessible rock matrix has been developed and successfully adopted to the rock matrix behind a water-conducting fracture in host crystalline rocks at Nagra's Grimsel Test Site in Switzerland and JNC's Kamaishi In Situ Test Site in Japan. In line with the results of a large number of natural analogue and laboratory studies, the existence of an in situ interconnected pore network was substantiated. Matrix porosities determined on the laboratory samples from both the sites are 1.5-3 times higher than in situ values, irrespective of the technique applied. On the Grimsel granodiorite matrix, matrix porosity existing in situ and artefacts of stress release and physical disturbance, induced by sampling and sample preparation, were clearly distinguished, allowing in situ porosity to be quantified. Laboratory work with conventional techniques tends to overestimate the porosity of the rock matrix, hence leading to an overestimation of in situ matrix diffusion. The implications of these differences to a repository performance assessment are assessed with a couple of examples from existing assessments, and recommendations for future approaches to the examination of in situ matrix porosity are made.
机译:裂缝岩中基质扩散的理论基础和实验室中扩散系数的确定方法已经建立。然而,仍然存在一个重要问题,即难以量化影响岩石基质的几何,地球物理和水力特性的样本扰动程度。已经开发了一种用树脂原位浸渍树脂的新技术,用于检查可扩散的岩石基质,并已成功地应用于瑞士Nagra的格里姆瑟尔试验场和JNC的Kamaishi的主体结晶岩石中导水裂缝后的岩石基质中。日本的原位测试站点。与大量自然类似物和实验室研究的结果一致,证实了原位互连孔网络的存在。无论采用何种技术,在两个地点的实验室样品上确定的基质孔隙度都比原位值高1.5-3倍。在格里姆瑟花岗闪长岩基体上,可以清楚地区分原位存在的基体孔隙度以及由采样和样品制备引起的应力释放和物理干扰的假象,从而可以定量测定原位孔隙度。使用常规技术的实验室工作往往会高估岩石基质的孔隙度,从而导致高估了原位基质的扩散。通过现有评估中的几个示例,评估了这些差异对存储库性能评估的影响,并提出了有关检查原位基质孔隙度的未来方法的建议。

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