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GCPassive Seismic: Something Old, Something New*
By
Peter M. Duncan1
Search and Discovery Article #40154 (2005)
Posted May 14, 2005
*Adapted from the Geophysical Corner column, prepared by the author and entitled “Something Old, Something New,” in AAPG Explorer, May, 2005.. Appreciation is expressed to Alistair Brown, editor of Geophysical Corner, and to Larry Nation, AAPG Communications Director, for their support of this online version.
1MicroSeismic Inc., Houston ([email protected])
Seismic imaging
has changed radically over the last 80 years and has become a
billion dollar business. Recording systems with thousands of channels and fleets
of vibrators operating in tandem and helicopter-supported field operations are
commonplace.
But there are environments where such modern systems are too expensive to operate, or where environmental or community concerns prevent the use of heavy machinery. There also are problems in today's oilfield that reflection seismic cannot address.
Enter passive seismic, which is seismic
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uGeneral statementuFigure captionsuPassive seismicuTransmission tomographyuEmission tomographyuSummary
uGeneral statementuFigure captionsuPassive seismicuTransmission tomographyuEmission tomographyuSummary
uGeneral statementuFigure captionsuPassive seismicuTransmission tomographyuEmission tomographyuSummary
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Distinct Branches of Passive Seismic Passive Seismic Transmission Tomography Passive
seismic transmission tomography creates 3-D images using the observed
travel time of seismic signals originating from micro-earthquakes
occurring below the target. The field setup is illustrated in
Figure 1. A sparse array of independent
seismographs is established above the target. The array usually consists
of 20 to 100 stations, each recording the output of a three-component
geophone. Typical The three-component phones are placed 10 to 30 meters below the surface to get away from the noisy surface environment. The stations may store their data locally, but often are linked to the processing center by some form of telemetry. With the array in place, the survey proceeds by simply listening. Assuming an initial velocity model, the observed micro-earthquakes are located in time and space using long-standing location algorithms based upon picks of the P and S arrival times at each observation station. Once a number of events have been located, one flips the process--assumes the origin time and hypo-centers of the events are known and uses some form of travel time inversion to estimate a new velocity model. The three-component nature of the observations allows for estimation of the Vp and the Vs velocity structures. As more events are added to the dataset, finer estimates of the velocity structure can be achieved. Most of us are surprised to find that there are enough micro-earthquakes occurring to make this a viable tool. We are conditioned to think of earthquakes in terms of life-threatening, concrete-crushing events that happen only rarely. Such events have a local magnitude of 3 or greater. Earthquakes are observed to be log-normally distributed to their magnitude. This means that there will be, on a statistical basis, 10 times as many magnitude-2 earthquakes as magnitude-3, and 10 times as many magnitude-1 as 2, and so on. The micro-earthquakes used for passive seismic transmission tomography are typically all those down to magnitude 0, or even smaller. Since the processing of the data proceeds in near real time, it is possible to monitor the effectiveness of the survey and cease field operations when the particular needs and resolution of the survey have been met. Survey times of six to 12 months are to be expected.
Where and
when does such an approach to
Passive Seismic Emission Tomography
With passive seismic emission tomography the
micro-seismic activity itself becomes the For the most part the events being considered here are small, with local magnitudes in the range -1 to -3, and rarely discernible as clean first breaks on surface recordings. Consequently, much of the work in this domain uses borehole receivers. One of the more common applications of emission tomography is hydraulic fracture monitoring. Typically an array of 8 to 12 three-component geophones is clamped at or just above the reservoir level in a wellbore near the well where the fracturing will occur. First break picks are made of the observed events. A mapping of the event locations over time mirrors the development of fracturing. Often these results are presented as movies that nicely reflect the dynamic nature of the process. The availability of observation wells and the limitations on observation distance (usually 1000 meters or less) are serious impediments to the widespread usefulness of this downhole methodology. A different approach to emission tomography is illustrated in Figure 2. Here an array of geophones is deployed on the surface, typically with 40 to 100 stations distributed over a few square kilometers. The array is sequentially beam-steered at all points in the subsurface and a 3-D map of emission energy is made; this reflects much of the same information as the hypocenter location map obtained with the downhole array.
Summary
The
ability to monitor dynamic processes in real time presents many
opportunities. These include fracture monitoring, mapping of fault creep
and compaction, and tracking of injected fluids. In a very real way we
are putting a stethoscope on the chest of the |