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Tectonic Evolution of the Cape Egmont Fault in the Maui PML - an Interpretation from the First Application of 3D Pre-stack Depth Migration in New Zealand

机译:毛伊岛PML中欧语egmont故障的构造演变 - 一种新西兰3D堆叠深度迁移第一次应用的解释

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The Cape Egmont Fault has historically posed a complex interpretation problem in the Maui PML owing to the associated complex velocity structure rendering conventional 3D time migration inadequate. To solve this problem, 3D Pre-Stack Depth Migration (PSDM) has been applied to a portion of the Maui 3D survey. This type of processing has only become possible in the last few years due to the availability of the necessary computing power and the Maui project represents the first application of the technology in New Zealand. Furthermore, it represents one of the first 3D PSDM applications anywhere to a complex velocity problem associated with a major normal fault. Prior to 3D PSDM the Cape Egmont Fault was interpreted on 3D post-stack, time-migrated data as a complex zone of parallel faults, progressively stepping down to the southeast. Each fault plane was shown on interpreted sections as being listric, with regional interpretations often indicating the fault system soling out at depth. Owing to the complexity of the interpreted structure, the degree to which strike slip was involved in the formation of the Cape Egmont Fault at Maui was open to debate. After 3D PSDM the seismic data show a dramatic improvement in the continuity of reflections in both the footwall and the hanging wall blocks, and in places fault plane reflections can be reliably recognised. These data, which are displayed and interpreted in depth, show the Cape Egmont Fault at Maui to largely comprise a simple, planar surface, whose dip varies very little with depth. Movement on the fault plane is interpreted to have been almost entirely dip slip, though in the Pliocene to Recent the amount of extension increase northwards, consistent with rotational bulk strain model proposed by King and Thrasher (1996).
机译:由于相关的复杂速度结构呈现传统的3D时间迁移不足,Cape Egmont Fault在Maui PML中历史上占据了复杂的解释问题。为了解决这个问题,3D预堆叠深度迁移(PSDM)已应用于毛伊岛3D调查的一部分。由于必要的计算能力的可用性,这种类型的处理在过去几年中才能成为可能,并且毛伊世项目代表了新西兰技术的第一次应用。此外,它代表了与主要正常故障相关联的复杂速度问题的第一3D PSDM应用中的一个。在3D PSDM之前,CAPE EGMONT故障被解释为3D后堆栈,时间迁移数据作为平行故障的复杂区域,逐步踩到东南部。每个故障平面都显示在被解释的部分上作为列出的部分,具有区域解释,通常表示在深度上进行处理的故障系统。由于解释结构的复杂性,罢工滑动的程度涉及在毛伊世的奥格蒙特断层的形成中涉及辩论。在3D PSDM之后,地震数据显示了脚壁和悬挂壁块中的反射连续性的显着改善,并且可以可靠地识别故障平面反射。这些数据显示和解释为深度,显示毛伊岛的普通岛eGmont故障,主要包括简单的平面表面,其垂度非常差异。故障平面上的运动被解释为几乎完全浸入滑动,尽管在近距离延伸的延伸量向北增加,与王和苏联人提出的旋转散装应变模型一致(1996)。

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