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Accelerated gravity testing of aquitard core permeability and implications at formation and regional scale

机译:加速重力测试阿奎塔尔岩心的渗透性及其对地层和区域规模的影响

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Evaluating the possibility of leakage through low-permeability geological strata is critically important for sustainable water supplies, the extraction of fuels from coal and other strata, and the confinement of waste within the earth. The current work demonstrates that relatively rapid and realistic vertical hydraulic conductivity (K-v) measurements of aquitard cores using accelerated gravity can constrain and compliment larger-scale assessments of hydraulic connectivity. Steady-state fluid velocity through a low-K porous sample is linearly related to accelerated gravity (g level) in a centrifuge permeameter (CP) unless consolidation or geochemical reactions occur. A CP module was custom designed to fit a standard 2m diameter geotechnical centrifuge (550 g maximum) with a capacity for sample dimensions up to 100mm diameter and 200mm length, and a total stress of similar to 2MPa at the base of the core. Formation fluids were used as influent to limit any shrink-swell phenomena, which may alter the permeability. K-v results from CP testing of minimally disturbed cores from three sites within a clayey-silt formation varied from 10(-10) to 10(-7) ms(-1) (number of samples, n = 18). Additional tests were focussed on the Cattle Lane (CL) site, where K-v within the 99% confidence interval (n = 9) was 1.1 x 10(-9) to 2.0 x 10(-9) ms(-1). These K-v results were very similar to an independent in situ K-v method based on pore pressure propagation though the sequence. However, there was less certainty at two other core sites due to limited and variable K-v data. Blind standard 1 g column tests underestimated K-v compared to CP and in situ K v data, possibly due to deionised water interactions with clay, and were more time-consuming than CP tests. Our K-v results were compared with the set-up of a flow model for the region, and considered in the context of heterogeneity and preferential flow paths at site and formation scale. Reasonable assessments of leakage and solute transport through aquitards over multi-decadal timescales can be achieved by accelerated core testing together with complimentary hydrogeological monitoring, analysis, and modelling.
机译:评估低渗透性地质地层泄漏的可能性对于可持续的供水,从煤炭和其他地层中提取燃料以及将废物限制在地球内部至关重要。当前的工作表明,使用加速重力,对阿基塔尔岩心进行相对快速和现实的垂直水力传导率(K-v)测量,可以约束和补充对水力连通性的大规模评估。除非发生固结或地球化学反应,否则通过低K多孔样品的稳态流体速度与离心渗透仪(CP)中的重力加速度(g水平)呈线性关系。 CP模块是根据客户要求定制设计的,以适合直径为2m的标准岩土离心机(最大550 g),最大容量为100mm直径和200mm长度的样品,核心底部的总应力约为2MPa。地层流体被用作流入物以限制任何可能会改变渗透率的收缩-膨胀现象。 CP测试对粘土质粉砂地层中三个位置的最小扰动岩心进行CP测试的结果从10(-10)到10(-7)ms(-1)(样本数量,n = 18)。其他测试集中在牛车道(CL)站点上,其中99%置信区间(n = 9)内的K-v为1.1 x 10(-9)至2.0 x 10(-9)ms(-1)。这些K-v结果与基于通过序列的孔隙压力传播的独立原位K-v方法非常相似。但是,由于K-v数据有限且不固定,因此在其他两个核心站点的确定性较差。与CP和现场Kv数据相比,盲标1 g色谱柱测试低估了K-v,这可能是由于去离子水与粘土的相互作用所致,并且比CP测试更耗时。将我们的K-v结果与该地区的流动模型的建立进行了比较,并在场地和地层规模的异质性和优先流动路径的背景下进行了考虑。通过加速岩心测试以及互补的水文地质监测,分析和建模,可以在数十年的时间范围内合理地评估通过海葵引起的渗漏和溶质运移。

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