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The AAPG/Datapages Combined Publications Database
AAPG Bulletin
Abstract
Volume:
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Title: Wave
Data: Case Study of Myrnam Gas Field, Alberta: ABSTRACT
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Abstract:
A recent paper documents a new method of evaluating bright spots or other direct hydrocarbon indicators (DHIs). The technique involves the qualitative comparison of compressional (P)-wave
and shear (S)-
wave
1 seismic data. In practice, such a comparison offers a viable means of evaluating DHIs previously observed on P-
wave
data. The application of SH-
wave
seismic data for evaluation of DHIs was documented with a case study of P- and SH-
wave
data from the Putah Sink field of central California. As a second case history, this paper presents an interpretation of P- and SH-
wave
seismic data from the Myrnam field of Alberta.
Shear waves differ from compressional waves in both the direction of particle motion relative to the direction of wave
propagation and in the rock properties that control the
wave
velocity. A P-
wave
is an elastic
wave
in which the particle motion is perpendicular to the direction of
wave
propagation. Because of this relationship between P- and S-waves, the velocities of the two are functions of different rock properties.
Consideration of the elastic properties that control the velocity of P- and S-waves in a rock indicates that P-waves are sensitive to the type of pore fluid present within a rock whereas S-waves are only affected slightly by changes in fluid type. Thus, if the presence of gas within a reservoir rock gives rise to an anomalous seismic expression on P-wave
data, a DHI, there will be no comparable expression on S-
wave
data. However, a P-
wave
anomaly generated by a lithologic feature, a false DHI, will have a corresponding S-
wave
anomaly. One consequence of this relationship is that it is possible to evaluate the potential of P-
wave
DHIs through a comparison of P- and S-
wave
seismic data recorded over a prospect.
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