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Determining Resistivity Anisotropy By Joint Lateral And Induction Logs

机译:用横向和感应测井联合测定电阻率各向异性

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Real geological formations may exhibit resistivity anisotropy in two ways: micro-anisotropy and macro-anisotropy. Micro-anisotropy is intrinsically anisotropic because of the microstructure of the formation. However, macro-anisotropy is often due to electrical and electromagnetic -well logging methods can achieve only limited resolution of the resistivity layering, for example, we often have to consider a collection of many thin layers as one composite layer, which is then macro-anisotropic. Macro-anisotropy is also found in cases of a fractured formation. In this paper, it is assumed mat the resistivity is the same in all horizontal directions, but is different in the vertical direction, i.e. a transversely isotropic layered model. The determination of resistivity anisotropy is desirables as it may indicate the presence of otherwise unresolved thin layers and fractured formations, From a hydrogeological point of view, these may severely influence me hydraulic flow pattern in the ground. Thin clay layers in an otherwise sandy formation will lower the vertical hydraulic conductivity considerably and will deflect infiltration, and thin sand and gravel layers in an otherwise clayey formation may be serve as fast hydraulic conduction channels for polluted water. Three-component induction well logging may be the best method to determine the resistivity anisotropy. However, the tool has still not used in China. All data are typical lateral and dual induction logs. Neither lateral well logging methods nor inductive well logging methods alone can resolve the anisotropy of the formation. However, a joint inversion of lateral and inductive data makes that anisotropy be taken into account and it can also resolve the coefficient of anisotropy, thus contributing to a more detailed description of the formation resistivity. In this paper, an analysis of the importance of taking anisotropy into account in inverse modeling is presented, and it is shown how the combined use of lateral and inductive logs can resolve the coefficient of anisotropy of a formation. Through a synthetic 2D model, we show that inductive methods will only sensitive to the horizontal resistivity of a layer, while the thickness is undistorted. That is to say, we can determine the horizontal resistivity and formation thickness by inductive methods, but we can not determine the vertical resistivity by inductive methods, thus we cannot determine the coefficient of anisotropy. However, apparent resistivity of lateral methods can be approximate as the geometry mean resistivity of horizontal and vertical resistivities. And apparent thickness of lateral methods is the multiplication of anisotropy coefficient and real thickness. Therefore we can not determine any parameters alone by lateral logs. However, a joint inversion of data from lateral and inductive logs may determine three parameters: the coefficient of anisotropy, horizontal resistivity and formation thickness. Synthetic data show that the joint inversion method is feasible.
机译:真实的地质构造可能以两种方式表现出电阻率各向异性:微观各向异性和宏观各向异性。由于地层的微观结构,微观各向异性本质上是各向异性的。但是,宏观各向异性通常是由于电和电磁井引起的。测井方法只能获得有限的电阻率分层分辨率,例如,我们经常不得不考虑将许多薄层的集合作为一个复合层,然后将其作为宏观层。各向异性。在裂缝形成的情况下也发现宏观各向异性。在本文中,假设电阻率在所有水平方向上都是相同的,但在垂直方向上是不同的,即横向各向同性的分层模型。电阻率各向异性的确定是合乎需要的,因为它可能表明存在其他未解决的薄层和裂缝性地层。从水文地质学的角度来看,这些可能会严重影响地下的水力流向。否则为沙质地层的粘土薄层将大大降低垂直的水力传导率,并会偏转渗透,而否则为黏土地层的薄砂层和砾石层可作为污水的快速水力传导通道。三分量感应测井可能是确定电阻率各向异性的最佳方法。但是,该工具在中国仍未使用。所有数据均为典型的横向和双感应测井曲线。侧向测井方法和感应测井方法都不能单独解决地层的各向异性。然而,横向和感应数据的联合反演考虑了各向异性,并且它还可以解析各向异性系数,因此有助于对地层电阻率进行更详细的描述。在本文中,对反向建模中考虑到各向异性的重要性进行了分析,并显示了横向和归纳测井的组合使用如何解决地层的各向异性系数。通过合成的2D模型,我们显示出感应方法将仅对层的水平电阻率敏感,而厚度不会失真。也就是说,我们可以通过感应方法确定水平电阻率和地层厚度,但是不能通过感应方法确定垂直电阻率,因此我们无法确定各向异性系数。但是,横向方法的视在电阻率可以近似为水平和垂直电阻率的几何平均电阻率。横向方法的表观厚度是各向异性系数与实际厚度的乘积。因此,我们不能仅通过侧向测井来确定任何参数。但是,横向和感应测井数据的联合反演可能会确定三个参数:各向异性系数,水平电阻率和地层厚度。综合数据表明,联合反演方法是可行的。

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