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Field evaluation of methods for determining hydraulic conductivity from grain size data

机译:根据粒度数据确定水力传导率的方法的现场评估

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摘要

Determination of hydraulic conductivity (K) and its variation in space is often a major objective of hydrogeological site investigations. However, measurement of K at a high spatial resolution in sedimentary aquifers is a challenge. There are a number of field methods that can be used to determine K, although they differ greatly in terms of their spatial resolution.One commonly used approach is to estimate K from grain size analyses, but the reliability of the resulting K estimates is unclear. The aims of this study are to compare frequently used formulas for the determination of K from grain size data for a broad range of sediment types and to evaluate how well these methods predict K. Sonic sampling was used to obtain minimally disturbed cores in a highly heterogeneous sedimentary aquifer and K values of grain size analyses from 108 core samples were calculated. Despite the high correlation of calculated K derived from different formulas, mean K values differed by several orders of magnitude between the formulas. For the evaluation of the reliability of the K estimates, high resolution direct push slug tests (DPSTs) were also performed in the close vicinity of the cores. A high correlation between ln(KDPST) and ln(Kgrain size) was found for most of the applied formulas. Nevertheless, sample heterogeneity, i.e. the presence of small clay layers in a generally highly permeable sample, led to Kgrain size estimates that were significantly smaller than the KDPST estimates. Based on these results, the applied formulas appear to be suitable for an initial assessment of aquifer K. However, considering the difference in calculated K mean values, results are not sufficiently reliable for the high resolution analyses of K variations needed for flow or transport modeling.
机译:确定水力传导率(K)及其空间变化通常是水文地质现场调查的主要目标。但是,以高空间分辨率测量沉积含水层中的K是一项挑战。尽管空间分辨率差异很大,但可以使用许多现场方法来确定K.一种常用的方法是从粒度分析中估算K,但尚不清楚所得出的K估算的可靠性。这项研究的目的是比较常用的公式,用于从各种沉积物类型的粒度数据中确定K,并评估这些方法对K的预测程度。使用声波采样来获得高度异质的最小扰动岩芯计算了108个岩心样品的沉积含水层和粒度分析的K值。尽管从不同公式得出的K的相关性很高,但公式之间的平均K值相差几个数量级。为了评估K估计值的可靠性,还在岩心附近进行了高分辨率直接推塞试验(DPST)。对于大多数应用公式,发现ln(KDPST)与ln(Kgrain大小)之间具有高度相关性。然而,样品的异质性,即在通常具有高渗透性的样品中存在小粘土层,导致Kgrain尺寸估算值明显小于KDPST估算值。基于这些结果,所应用的公式似乎适合于含水层K的初始评估。但是,考虑到计算得出的K平均值的差异,结果对于流量或运输模型所需的K变化的高分辨率分析而言,其可靠性不足。 。

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