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Evaluation of High Frequency Vibrator Response.

机译:高频振子响应的评估。

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摘要

Accurate analysis of the motion of a commercial high frequency hydraulic vibrator commonly used for near-surface applications demonstrated that the rigid body assumption of the weighted-sum approximation is not valid throughout the vibrator's operational frequencies. This study reveals significant response variability across the baseplate, which is dependent on accelerometer position with respect to radial position and internal baseplate structure. Consequently, the baseplate cannot be considered a point source of propagation, which complicates optimizing source operations to increase data fidelity. In an effort to optimize the source signature approximation to increase data fidelity, simultaneous acquisition of baseplate acceleration and pressure beneath the baseplate provided a means to directly compare the response of strategically placed accelerometers to the true ground force. This study concludes that the most representative approximation occurs when multiple accelerometers are positioned on the baseplate to average the baseplate motion. In addition, this study found that the IVI Minivib I is incapable of providing measurable seismic energy at frequencies over 200 Hz due to opposing baseplate and reaction mass phase. Based on this observation, it is clear the design of the baseplate needs to be modified by adding extra weight and rigidity to the driven structure. Increasing rigidity of the baseplate will reduce source generated harmonic distortion caused by baseplate flexure resulting in a more uniform response across the baseplate and a more accurate ground force approximation. Additionally, the opposing phase relationship between the baseplate and the reaction mass could be remediated by increasing the baseplate weight resulting in an increase in energy above 200 Hz.
机译:对通常用于近地面应用的商用高频液压振动器的运动进行的精确分析表明,加权和近似的刚体假设在整个振动器的工作频率中均无效。这项研究揭示了整个底板的显着响应变化,这取决于加速度计相对于径向位置和内部底板结构的位置。因此,基板不能被视为传播的点源,这会使优化源操作以增加数据保真度变得复杂。为了优化信号源近似值以提高数据保真度,同时获取底板加速度和底板下方的压力提供了一种手段,可以直接比较策略性放置的加速度计与真实地面力的响应。这项研究得出的结论是,当在底板上放置多个加速度计以平均底板运动时,最有代表性的近似值发生。此外,这项研究还发现,由于相对的基板和反应质量相,IVI Minivib I无法在200 Hz以上的频率下提供可测量的地震能量。基于此观察结果,很明显需要通过增加从动结构的额外重量和刚度来修改底板的设计。增加基板的刚度将减少由基板挠曲引起的源产生的谐波失真,从而导致整个基板的响应更加均匀,并且接地力近似更为精确。另外,可以通过增加基板的重量来补偿基板和反应物料之间的相反相位关系,从而导致能量增加到200 Hz以上。

著录项

  • 作者

    Hendrix, Craig M.;

  • 作者单位

    University of Kansas.;

  • 授予单位 University of Kansas.;
  • 学科 Geology.;Engineering Geophysical.;Geophysics.
  • 学位 M.S.
  • 年度 2012
  • 页码 120 p.
  • 总页数 120
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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