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Exploring seismic inversion methodologies for non-stationary geological environments: a benchmark study between deterministic and geostatistical seismic inversion

机译:探索非平稳地质环境的地震反演方法:确定性和地统计地震反演之间的基准研究

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This paper presents a comparison between subsurface impedance models derived from different deterministic and geostatistical seismic inversion methodologies applied to a challenging synthetic dataset. Geostatistical seismic inversion methodologies nowadays are common place in both industry and academia, contrasting with traditional deterministic seismic inversion methodologies that are becoming less used as part of the geo-modelling workflow. While the first set of techniques allows the simultaneous inference of the best-fit inverse model along with the spatial uncertainty of the subsurface elastic property of interest, the second family of inverse methodology has proven results in correctly predicting the subsurface elastic properties of interest with comparatively less computational cost. We present herein the results of a benchmark study performed over a realistic three-dimensional non-stationary synthetic dataset in order to assess the performance and convergence of different deterministic and geostatistical seismic inverse methodologies. We also compare and discuss the impact of the inversion parameterisation over the exploration of the model parameter space. The results show that the chosen seismic inversion methodology should always be dependent on the type and quantity of the available data, both seismic and well-log, and the complexity of the geological environment versus the assumptions behind each inversion technique. The assessment of the model parameter space shows that the initial guess of traditional deterministic seismic inversion methodologies is of high importance since it will determine the location of the best-fit inverse solution.
机译:本文介绍了从适用于具有挑战性的综合数据集的不同确定性和地统计地震反演方法学推导出的地下阻抗模型之间的比较。如今,地统计地震反演方法学在工业界和学术界都很普遍,这与传统的确定性地震反演方法学相比在地理建模工作流程中越来越少使用。虽然第一组技术允许同时推断最佳拟合反模型以及目标地下弹性属性的空间不确定性,但第二系列反方法论已证明可以正确预测目标地下弹性属性减少计算成本。我们在此介绍在现实的三维非平稳合成数据集上进行的基准研究的结果,以评估不同确定性和地统计地震反方法的性能和收敛性。我们还比较和讨论了反演参数化对模型参数空间探索的影响。结果表明,所选择的地震反演方法应始终取决于可用数据的类型和数量(包括地震和测井),以及地质环境的复杂性以及每种反演技术背后的假设。对模型参数空间的评估表明,传统确定性地震反演方法的初始猜测非常重要,因为它将确定最佳拟合反演方法的位置。

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