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Centimeter-scale secondary information on hydraulic conductivity using a hand-held air permeameter on borehole cores

机译:在钻孔岩心上使用手持式透气度计的厘米级水力传导率辅助信息

摘要

Saturated hydraulic conductivity (Ks) is one of the most important parameters determining groundwater flow and contaminant transport in both unsaturated and saturated porous media. Determining the small-scale variability of this parameter is key to evaluate implications on effective parameters at the larger scale. Moreover, for stochastic simulations of groundwater flow and contaminant transport, accurate models on the spatial variability of Ks are very much needed. While several well-established laboratory methods exist for determining Ks, investigating the small-scale variability remains a challenge. If several tens to hundreds of metres of borehole core has to be hydraulically characterised at the centimetre to decimetre scale, several hundreds to thousands of Ks measurements are required, which makes it very costly and time-consuming should traditional methods be used.With reliable air permeameters becoming increasingly available from the late 80’s, a fast and effective indirect method exists to determine Ks. Therefore, the use of hand-held air permeameter measurements for determining very accurate small-scale heterogeneity about Ks is very appealing. Very little is known, however, on its applicability for borehole cores that typically carry a small sediment volume. Therefore, the method was tested on several borehole cores of different size, originating from the Campine basin, Northern Belgium. The studied sediments are of Miocene to Pleistocene age, with a marine to continental origin, and consist of sand to clayey sand with distinct clay lenses, resulting in a Ks range of 7 orders of magnitude. During previous studies, two samples were taken from borehole cores each two meters for performing constant head lab permeameter tests. This data is now used as a reference for the air permeameter measurements that are performed with a resolution of 5 centimetres.Preliminary results indicate a very good correlation between the previously gathered constant head Ks data and the air permeability measurements, but a systematic bias seems to exist. A geostatistical analysis with cross-validation is performed to assess the predictive uncertainty on Ks, using both types of data.We conclude that performing hand-held air permeameter measurements on undisturbed borehole cores provides a very cost-effective way to obtain very detailed information in the framework of stochastic simulation and conditioning of heterogeneous hydraulic conductivity fields.
机译:饱和导水率(Ks)是决定地下水在非饱和和饱和多孔介质中的流量和污染物迁移的最重要参数之一。确定此参数的小范围可变性是评估较大范围内对有效参数的影响的关键。此外,对于地下水流量和污染物运移的随机模拟,非常需要Ks空间变异性的精确模型。尽管存在确定Ks的几种公认的实验室方法,但调查小规模变异性仍然是一个挑战。如果必须在数十厘米至十米的范围内对数十至数百米的钻孔岩心进行水力分析,则需要数百至数千Ks的测量值,如果使用传统方法,这将非常昂贵且耗时。从80年代末开始,磁导计越来越多,存在一种快速有效的间接方法来确定Ks。因此,使用手持式渗透计测量来确定关于Ks的非常精确的小规模异质性非常有吸引力。但是,对于通常携带少量沉积物的井眼岩心的适用性知之甚少。因此,该方法在源自比利时北部坎皮恩盆地的几个不同大小的井眼岩心上进行了测试。所研究的沉积物是中新世至更新世时期,具有海洋到大陆起源,并且由具有独特的黏土晶状体的砂到黏土砂组成,其Ks范围为7个数量级。在先前的研究中,从每两米的钻孔岩心中抽取了两个样品,以进行恒定的实验室总压测试。该数据现在用作以5厘米为分辨率执行的透气度测量的参考。初步结果表明,先前收集的恒定水头Ks数据与透气度测量之间具有很好的相关性,但似乎存在系统偏差存在。使用这两种类型的数据进行了带有交叉验证的地统计学分析,以评估Ks的预测不确定性。我们得出结论,对未受干扰的井眼岩心执行手持式渗透计测量提供了一种非常经济高效的方式来获取非常详细的信息非均质水力传导率场的随机模拟和条件框架。

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