Collaborative Research: Developing a Methodology for Imaging Stress Transients at Seismogenic Depth

合作研究：开发震源深度应力瞬变成像方法

• 批准号: 0352134
• 负责人: Fenglin Niu
• 金额: $ 0.45万
• 依托单位: William Marsh Rice University
• 依托单位国家: 美国
• 项目类别: Standard Grant
• 财政年份: 2004
• 资助国家: 美国
• 起止时间: 2004-05-01 至 2006-04-30
• 项目状态: 已结题
• 来源: https://www.nsf.gov/awardsearch/showAward?AWD_ID=0352134&HistoricalAwards=false
• 关键词: Collaborative; Research; Developing; Methodology; Imaging

EAR-0352134NiuWe seek to develop a robust methodology for directly measuring temporal variations in subsurface tectonic stress by exploiting the stress dependence of seismic velocity. The dependence of crustal seismic velocities on crack properties and in turn, the dependence of crack properties on stress, means that seismic velocity exhibits stress dependence. This dependence constitutes, in principle, a powerful instrument for studying subsurface transient changes in stress. While these relationships and their scientific potential have been known for several decades, the use of time-dependent seismic imaging, has not yet developed into a reliable means of measuring subsurface seismogenic stress changes. There are two primary reasons for this: 1) lack of sufficient time-delay precision to detect small changes in stress, and 2) the difficulty in establishing a reliable calibration between stress and seismic velocity. These two problems are coupled because the best sources of calibration are the solid-earth tides and barometric pressure, both of which produce weak stress perturbations of order 102-103 Pa. Detecting these sources requires measurement of fractional velocity changes on the order of 10-5-10-6, based on laboratory experiments. We propose to conduct a cross-well experiment in the Parkfield area of the San Andreas Fault, with the goal of successfully measuring delay-time variations induced by tides and barometric pressure, as a means of demonstrating that known stress changes can be reliably measured. By exploiting advances in the characteristics of artificial seismic sources (such as rapid and reliable repeatability), dramatic advances in computational power (allowing massive stacking of seismic waveforms), it will be possible to measure variations in seismic velocity with unprecedented precision that meet the requirement noted above. This will permit a meaningful stress calibration of this method. The proposed experiment consists of two phases: a test phase to take place at two locations at and near Lawrence Berkeley National Laboratory, and an experimental phase at Parkfield on the site of the 2-km-deep SAFOD Pilot Hole, where progressively more realistic geometries will be utilized. Ultimately, we will shoot to receivers in the Pilot Hole, which will allow us to retrieve stress information at seismogenic depths.***

我们试图开发一种可靠的方法，通过利用地震速度的应力依赖性来直接测量地下构造应力的时间变化。地壳地震速度对裂纹性质的依赖性，以及反过来，裂纹性质对应力的依赖性，意味着地震速度表现出应力依赖性。 这种依赖性原则上构成了研究地下应力瞬态变化的有力工具。 虽然这些关系和它们的科学潜力已经知道了几十年，但使用随时间变化的地震成像尚未发展成为测量地下孕震应力变化的可靠手段。这主要有两个原因：1）缺乏足够的时间延迟精度来检测应力的微小变化，以及2）难以在应力和地震速度之间建立可靠的校准。 这两个问题是耦合的，因为最好的校准源是固体潮汐和大气压，这两者都产生102-103 Pa量级的弱应力扰动。检测这些源需要基于实验室实验测量10-5-10-6量级的分数速度变化。 我们建议在圣安德烈亚斯断层的帕克菲尔德地区进行跨井实验，目标是成功测量潮汐和气压引起的延迟时间变化，作为证明已知应力变化可以可靠测量的一种手段。 通过利用人工地震源特性的进步（例如快速和可靠的可重复性）、计算能力的显著进步（允许地震波形的大规模叠加），将有可能以满足上述要求的前所未有的精度测量地震速度的变化。 这将允许对该方法进行有意义的应力校准。 拟议的实验包括两个阶段：一个是在劳伦斯伯克利国家实验室及其附近的两个地点进行的测试阶段，另一个是在帕克菲尔德2公里深的SAFOD试验孔现场进行的实验阶段，在那里将逐步使用更逼真的几何形状。 最终，我们将在先导孔中拍摄接收器，这将使我们能够检索孕震深度的应力信息。