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3D Gravity Analysis in the Spatial Domain: Model Simulation by Multiple Polygonal Cross-Sections Coupled with Exponential Density Contrast

机译:空间域中的3D重力分析:通过多边形横截面耦合的模型模拟与指数密度对比度

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摘要

An automatic 3D modeling technique is developed in the spatial domain to analyze the gravity anomalies produced by a concealed density interface with mass density contrast differing exponentially with depth. The sedimentary column above the interface is described with a stack of multiple vertical polygonal sections of unit thickness each. For such a case, the depth ordinates of the vertices of the cross-sections become the unknown parameters to be estimated from gravity data. Forward solution of the model space is realized in the spatial domain by a technique that combines both analytic and numeric approaches. Initial depths to the interface are calculated based on the Bouguer slab approximation and subsequently improved, iteratively, based on the ratio of the product of the observed gravity anomaly and existing depth parameter to the corresponding model gravity response. The iterative process continues until one of the predefined termination criteria is accomplished. Unlike the existing methods, the advantage of the proposed method is that the observed gravity anomalies need not necessarily be sampled/available at regular spatial grid intervals. The applicability of the proposed model is exemplified with a set of noisy gravity anomalies attributable to a synthetic structure before being applied to a real world gravity data. In the case of the synthetic example, the method has yielded a structure that was compatible with the assumed structure even in the presence of random noise. Application of the proposed method to the gravity data set from the Los Angeles Basin, California, using a prescribed exponential density function has yielded a model that concurs reasonably well with the published models.
机译:在空间域中开发了自动3D建模技术,分析隐藏密度接口产生的重力异常,其质量密度对比度与深度相差不同。界面上方的沉积柱描述了每个单位厚度的多个垂直多边形部分。对于这种情况,横截面的顶点的深度坐标成为要从重力数据估计的未知参数。模型空间的前向解决方案在空间域中通过组合分析和数字方法的技术实现。界面的初始深度基于Bouguer平板近似来计算并随后改善,迭代地,基于观察到的重力异常的乘积和现有的深度参数与相应的模型重力响应的比率。迭代过程继续,直到完成预定义的终止标准之一。与现有方法不同,所提出的方法的优点是观察到的重力异常不一定以规则的空间网格间隔采样/可用。所提出的模型的适用性用一组嘈杂的重力异常占归因于合成结构,然后应用于真实世界的重力数据。在合成示例的情况下,即使在存在随机噪声的情况下,该方法也产生了与假定的结构兼容的结构。使用规定的指数密度函数从加利福尼亚州洛杉矶盆地的重力数据应用,使用规定的指数密度函数的应用已经产生了一种与已发布的模型相当良好的模型。

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