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A least-squares minimization approach to depth determination from numerical horizontal gravity gradients

机译:从数值水平重力梯度确定深度的最小二乘最小化方法

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The sphere and the horizontal cylinder models can be very useful in quantitative interpretation of gravity data measured in a small area over buried structures. Several graphical and numerical methods have been developed by many workers for interpreting the residual gravity anomalies caused by these models to find the depth of most geologic structures. Excellent reviews are given in Saxov and Nygaard (1953) and Bowin et al. (1986). The numerical approaches (Odegard and Berg, 1965; Gupta, 1983; Sharma and Geldart, 1968; Lines and Treitel, 1984; and Shaw and Agarwal, 1990) may have advantages in theory and practice over graphical depth estimation techniques (Pick et al., 1973: Nettleton, 1976; Telford et al., 1976). However, effective quantitative interpretation procedures using the least-squares method based on the analytical expression of simple numerical horizontal gravity gradient anomalies are yet to be developed. The aim of the present study is to develop an interpretive technique based on fitting a simple model convolved with the same horizontal gradient filter as applied to the observed Bouguer gravity data. The depth determination problem from observed horizontal gravity gradient anomaly is transformed into the problem of finding a solution of a nonlinear equation of the form f(z) = 0. Formulas are derived for the sphere and horizontal cylinder. Procedures are also formulated to estimate the radius of the buried structure.
机译:球形和水平圆柱体模型在定量解释埋藏结构上小区域内测得的重力数据时非常有用。许多工人已经开发了几种图形和数值方法来解释由这些模型引起的残余重力异常,以找到大多数地质构造的深度。 Saxov和Nygaard(1953)和Bowin等人给出了极好的评价。 (1986)。数值方法(Odegard和Berg,1965; Gupta,1983; Sharma和Geldart,1968; Lines和Treitel,1984; Shaw和Agarwal,1990)在理论和实践上可能比图形深度估计技术具有优势(Pick等。 ,1973:Nettleton,1976; Telford等,1976)。然而,基于简单的数字水平重力梯度异常的解析表达式,使用最小二乘法的有效定量解释程序尚待开发。本研究的目的是在拟合简单模型的基础上开发一种解释技术,该模型与应用于所观察到的布格重力数据的水平梯度滤波器相同。由观察到的水平重力梯度异常引起的深度确定问题转化为寻找形式为f(z)= 0的非线性方程的解的问题。导出了球体和水平圆柱体的公式。还制定了程序来估计掩埋结构的半径。

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