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Porosity-Velocity Distribution in Stratigraphic Sequences: The
Marion-Yin Model
*
By
Juan Florez1 and Gary Mavko1
Search and Discovery Article #40105 (2003)
*Adapted from “extended abstract” for presentation at the AAPG Annual Meeting, Salt Lake City, Utah, May 11-14, 2003.
1Stanford Rock Physics Laboratory, Department of Geophysics, Stanford University
Parasequences and single stratigraphic cycles, the building blocks of larger
sequences, present relatively simple lithofacies trends: fining upward,
coarsening upward, blocky, or serrated. Both fining-upward and coarsening-upward
trends show gradual transitions from clay-rich shale to clean-sand lithofacies.
Changes in porosity along these facies transitions can be predicted using either
the Marion-Yin model
for dispersed mixtures, or arithmetic averages for laminar
mixtures.
According to the Marion-Yin model
for dispersed mixtures (Marion, 1992), the
porosity of unconsolidated clayey sand decreases in respect to that of clean
sands, as clay replaces pore space. Similarly, in respect to pure-clay
sediments, the porosity of sandy clay decreases as well, as non-porous sand
grains replace porous clay. The lowest porosity is reached when all the pores in
the sand framework are replaced by clay (Figure 1).
This is also the point of the highest velocity. The velocities of the end
members, clean sand and pure-clay, are the lowest and about the same (Figure
2). As sediments are buried, those with clay as the load-bearing material
present a high porosity-reduction gradient, whereas those with sand as the
load-bearing material normally have a low porosity-reduction gradient. As a
result, the pattern of transitional facies changes from clean sand to pure
clayey shale in the velocity-porosity plane varies from a linear trend at low
confining pressure, to an inverted V shape at high confining pressures (Figure
2).
The facies transitions shown in the Marion-Yin model
resemble the vertical
facies tracks observed in single depositional events or cycles (Figure
3). Consequently, the Marion-Yin
model
predicts that the patterns of
stratigraphic sequences in the velocity-porosity plane will change from a
collapsed V in unconsolidated sediments, to an inverted V-shape in sedimentary
rocks. Similar changes in porosity and velocity occur in bimodal sand mixtures
and sands with different grain sizes (Estes et al., 1994). In general these
changes can be associated with the effect of sorting on porosity and
consequently on permeability (Figures 4 and
5) and velocity (Avseth et al., 2000). However, in
the case of sand-clay mixtures the effect is not only textural but also
compositional.
We evaluate the
applicability of this model
to unconsolidated and consolidated fluvial facies
sequences composed of one single fining upward-cycle (Figures
6 and 7). The degree of compaction is deduced
from the burial depth. The changes in porosity and velocity within these two
sequences correlate qualitatively well with those predicted by the
model
(Figures
8 and 9). In the consolidated sequence, the
slopes observed in the segments of the inverted V differ from those predicted by
the
model
. In the unconsolidated sequence, the flat tail of low-velocity and
high-porosity associated with pure clay is absent. In spite of these
differences, the Marion-Yin
model
provides a good estimate for the variation of
both porosity and velocity in stratigraphic sequences composed of non-laminar
sand-clay mixtures.
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Avseth, P., 2000, Combining rock physics and sedimentology for seismic reservoir characterization in North Sea turbidite systems: Ph. D. thesis, Stanford University. Beard, D. C., and P. K. Weyl, 1973, Influence of texture on porosity and permeability of unconsolidated sand: AAPG Bulletin, v. 57, p. 349-369. Estes, C.A., G. Mavko, H. H. Yin, and T. Cadoret, 1994, Measurements of velocity, porosity and permeability on unconsolidated granular materials: Stanford Rock Physics and Borehole Geophysics Project, annual report, 55, p. G1-G9. Marion, D., A. Nur, H. Yin, and D. Han, 1992, Compressional velocity and porosity in sand-clay mixtures: Geophysics, v. 57, p. 554-563. Mavko, G., T. Mukerji and J. Dvorkin, 1998, The rock physics handbook, tools for seismic analysis in porous media: Cambridge University press, New York, 329 p. |