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A Deterministic Evaluation of eismic Fidelity using Velocity Modeling ...

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3.1 Introduction<br />

Chapter 3<br />

Processing to Account for Non-Traditional Acquisition<br />

Attention to detail during the planning and implementation <strong>of</strong> acquisition and processing<br />

is required to insure the best possible imaging parameters are in place, but difficulties<br />

<strong>of</strong>ten arise with 3-D land surveys. Problems <strong>of</strong> improper spatial sampling <strong>of</strong>ten result<br />

because <strong>of</strong> issues such as right <strong>of</strong> ways, obstacles, and permits (Evans, 1997). In the plan<br />

there should be accounting for geologic factors such as the regional dip, structures, and<br />

target depths. After data acquisition, it is necessary to apply the proper processing to<br />

insure a high quality image. Surface s<strong>eismic</strong> data acquired at Vinton Dome <strong>using</strong><br />

innovative methods were prestack time migrated (PSTM). My objective in processing<br />

was to find an effective pre-migration processing flow that was easily implemented and<br />

reduced noise without drastically affecting the data, especially the bandwidth <strong>of</strong> the data.<br />

3.2 Acquisition<br />

A radial receiver grid with concentric source lines, differing from the typical brick<br />

pattern, was the acquisition pattern at Vinton Dome (Figure 32). The Vinton Dome<br />

survey design was to accomplish maximum fold and have a survey aperture to focus on<br />

the salt structure (Gibson and Tzimeas, 2002). S<strong>eismic</strong> sources were 5.5 pound pentolite<br />

charges that were detonated at a depth <strong>of</strong> 60 feet (18m). The survey used seventy-two<br />

receiver lines in the survey. Half <strong>of</strong> these lines extended from the predicted perimeter <strong>of</strong><br />

the salt dome to the distal edges <strong>of</strong> the survey and the other half were short lines<br />

extending from about half the length <strong>of</strong> the long lines to the distal edge <strong>of</strong> the survey.<br />

51

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