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Characterisation of the hydraulic properties within the EDZ around drifts at level -490m of the Meuse/Haute-Marne URL: A methodology for consistent interpretation of hydraulic tests

机译:在Meuse / Haute-Marne URL的-490m高度处的漂移中,EDZ内的水力学特性的表征:水力学测试的一致解释方法

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In order to investigate potential changes of the hydraulic properties of the EDZ over time in the Meuse/Haute-Marne underground research laboratory (URL), several hydraulic tests campaigns have been carried out between 2005 and 2008 in dedicated boreholes. After several test series, inconsistencies were noticed in the results, indicating, in particular cases, erratic, inexplicable property changes over time and spatial contrasts. It was therefore difficult to determine reliably potential trends of the EDZ hydraulic properties. It appeared necessary to re-evaluate both the interpretation concepts and assumptions applied to the numerical analyses of test data on the EDZ, trying to better constrain the flow model and the parameter variables. In order to improve the understanding of the geometrical, geomechanical and hydraulic properties of the EDZ, independent information from other investigation methods has been used to critically revise the conceptual model and formation parameters. In particular, results from a diffusion experiment and ultrasonic measurements allowed constraining the extent of the mechanical damaged zone around the borehole (BDZ). Storativity parameters were fitted due to their expected variability. Indeed, high storativity values can be presumed under the unsaturated conditions of the EDZ. The results of the reanalyses, performed with the numerical borehole simulator MULTISIM, demonstrated the good quality and consistency of the revised conceptual model with constrained BDZ and variable storativity. Overall the new simulation results obtained from selected test series are now very consistent. The revised conceptual model demonstrated its capacity to better represent the evolution and extension of the EDZ around a drift in Meuse/Haute-Marne URL. Further consistency checks are proposed to confirm the new model assumptions and the estimates of the single phase flow model in the EDZ.
机译:为了在Meuse / Haute-Marne地下研究实验室(URL)中调查EDZ的水力特性随时间的潜在变化,在2005年至2008年之间针对专用钻孔开展了几次水力测试活动。经过数个测试系列后,结果中发现不一致,这表明在特定情况下,时间和空间对比度会导致不稳定,无法解释的特性变化。因此,很难可靠地确定EDZ水力特性的潜在趋势。似乎有必要重新评估适用于EDZ上测试数据数值分析的解释概念和假设,以试图更好地约束流动模型和参数变量。为了增进对EDZ的几何,地质力学和水力特性的理解,已使用来自其他研究方法的独立信息来严格修改概念模型和地层参数。尤其是,扩散实验和超声测量的结果可以限制钻孔(BDZ)周围的机械损坏区域的范围。拟合度参数因其预期的可变性而得到拟合。确实,可以在EDZ的不饱和条件下推测出高储能度值。使用数值井眼模拟器MULTISIM进行的重新分析结果表明,在BDZ受限和储能率可变的情况下,修订后的概念模型具有良好的质量和一致性。总体而言,从所选测试系列获得的新模拟结果现在非常一致。修改后的概念模型证明了它有能力更好地表示围绕Meuse / Haute-Marne URL漂移的EDZ的演变和扩展。建议进行进一步的一致性检查,以确认新模型假设和EDZ中单相流模型的估计。

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