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Window constrained inversion of gravity gradient tensor data using dike and contact models

机译:使用堤坝和接触模型的窗口约束重力梯度张量数据反演

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摘要

We have developed a constrained inversion technique for interpretation of gravity gradient tensor data. For dike and contact models striking in the y-direction, the measured g(xz) and g(zz) components can be jointly inverted for estimating the model parameters horizontal position, depth to the top, thickness, dip angle, and density contrast. For a given measurement point, the strike direction of the gravity gradient tensor caused by a quasi 2D structure can be estimated from the eigenvector corresponding to the smallest eigenvalue. Then, the measured components can be transformed into the strike coordinate system. It is assumed that the maximum of g(zz) is approximately located above the causative body. In the case of gridded data, all measurement points enclosed by a square window centered at the maximum of g(zz) are used to estimate the source parameters. The number of data points used for estimating source parameters is increased by increasing the size of the window. Solutions with the smallest data-fit error were selected as the most reliable solutions from any set of solutions. The gravity gradient tensor data are deconvolved using both dike and contact models within a set of square windows. Then, the model with the smallest data-fit error is chosen as the best model. We studied the effect of random noise and interfering sources using synthetic examples. The method is applied to a gravity gradient tensor data set from the Vredefort impact structure in South Africa. In this particular case, the dike model provides solutions with smaller data-fit errors than the contact model. This supports the idea that in the central dome area there is a predominance of vertical structures related to the formation of the transient crater and subsequent central uplift of the lower and middle crustal material.
机译:我们已经开发了一种约束反演技术来解释重力梯度张量数据。对于沿y方向撞击的堤防模型和接触模型,可以将测得的g(xz)和g(zz)分量一起反转,以估算模型参数的水平位置,顶部深度,厚度,倾角和密度对比。对于给定的测量点,可以根据与最小特征值相对应的特征向量来估算由准2D结构引起的重力梯度张量的走向。然后,可以将测得的分量转换为打击坐标系。假定g(zz)的最大值大约位于病因体上方。在网格数据的情况下,由以g(zz)的最大值为中心的方形窗口包围的所有测量点都将用于估算源参数。通过增加窗口的大小,可以增加用于估计源参数的数据点的数量。从任何一组解决方案中,选择数据拟合误差最小的解决方案作为最可靠的解决方案。使用堤防和接触模型在一组方形窗口中对重力梯度张量数据进行反卷积。然后,选择数据拟合误差最小的模型作为最佳模型。我们使用综合示例研究了随机噪声和干扰源的影响。该方法应用于来自南非Vredefort撞击结构的重力梯度张量数据集。在这种特殊情况下,堤防模型提供的解决方案比接触模型具有更小的数据拟合误差。这支持以下观点:在中央穹顶区域,主要存在垂直结构,这些结构与瞬变火山口的形成以及随后的中低地壳物质的中央隆升有关。

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