A comparison of smooth and blocky inversion methods in 2D electrical imaging surveys

反演(地质) 分段 电阻率和电导率 电阻率层析成像 地质学 合成数据 反变换采样 规范(哲学) 算法 计算机科学 数学分析 数学 物理 地震学 量子力学 构造学 电信 表面波 政治学 法学
作者
M.H. Loke,R. I. Acworth,Torleif Dahlin
出处
期刊:Exploration Geophysics [Taylor & Francis]
卷期号:34 (3): 182-187 被引量:779
标识
DOI:10.1071/eg03182
摘要

Two-dimensional electrical imaging surveys are now widely used in engineering and environmental surveys to map moderately complex structures. In order to adequately resolve such structures with arbitrary resistivity distributions, the regularised least-squares optimisation method with a cell-based model is frequently used in the inversion of the electrical imaging data. The L norm based least-squares optimisation method that attempts to minimise the sum of squares of the spatial changes in the model resistivity is often used. The resulting inversion model has a smooth variation in the resistivity values. In cases where the true subsurface resistivity consists of several regions that are approximately homogenous internally and separated by sharp boundaries, the result obtained by the smooth inversion method is not optimal. It tends to smear out the boundaries and give resistivity values that are too low or too high. The blocky or L norm optimisation method can be used for such situations. This method attempts to minimise the sum of the absolute values of the spatial changes in the model resistivity. It tends to produce models with regions that are piecewise constant and separated by sharp boundaries. Results from tests of the smooth and blocky inversion methods with several synthetic and field data sets highlight the strengths and weaknesses of both methods. The smooth inversion method gives better results for areas where the subsurface resistivity changes in a gradual manner, while the blocky inversion method gives significantly better results where there are sharp boundaries. While fast computers and software have made the task of interpreting data from electrical imaging surveys much easier, it remains the responsibility of the interpreter to choose the appropriate tool for the task based on the available geological information.

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