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dc.contributor.advisorMiller, Richard D.
dc.contributor.authorHendrix, Craig Michael
dc.date.accessioned2013-01-20T16:45:08Z
dc.date.available2013-01-20T16:45:08Z
dc.date.issued2012-08-12
dc.date.submitted2012
dc.identifier.otherhttp://dissertations.umi.com/ku:12200
dc.identifier.urihttp://hdl.handle.net/1808/10663
dc.description.abstractAccurate 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.
dc.format.extent120 pages
dc.language.isoen
dc.publisherUniversity of Kansas
dc.rightsThis item is protected by copyright and unless otherwise specified the copyright of this thesis/dissertation is held by the author.
dc.subjectGeophysics
dc.subjectGeophysical engineering
dc.subjectGeology
dc.subjectHigh frequency vibroseis
dc.subjectNear-surface seismic
dc.subjectSeismic acquisition
dc.titleEvaluation of high frequency vibrator response
dc.typeThesis
dc.contributor.cmtememberTsoflias, Georgios P.
dc.contributor.cmtememberWalker, J. Douglas
dc.thesis.degreeDisciplineGeology
dc.thesis.degreeLevelM.S.
kusw.oastatusna
kusw.oapolicyThis item does not meet KU Open Access policy criteria.
kusw.bibid8085599
dc.rights.accessrightsopenAccess


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