Migration of Fluids Beneath Yellowstone Caldera Inferred
from Satellite Radar Interferometry
Charles Wicks Jr., Wayne Thatcher and Daniel Dzurisin
C. Wicks Jr. (cwicks@usgs.gov) and W.
Thatcher (thatcher@usgs.gov)
, U.S. Geological Survey, MS 977, Menlo Park California 94025, USA
D. Dzurisin (dzurisin@ugsg.gov), U.S.
Geological Survey, Cascades Volcano Observatory, 5400 MacArthur Blvd., Vancouver,
Washington 98661, USA
Satellite interferometric synthetic aperture radar is uniquely suited
to monitoring year-to-year deformation of the entire Yellowstone caldera (about
3000 square kilometers). Sequential interferograms indicate that subsidence
within the caldera migrated from one resurgent dome to the other between August
1992 and August 1995. Between August 1995 and September 1996 the caldera region
near the northeast dome began to inflate, and accompanying surface uplift
migrated to the southwest dome between September 1996 and June 1997. These
deformation data are consistent with hydrothermal or magmatic fluid migration
into and out of two sill-like bodies that are about 8 km directly beneath
the caldera.
Yellowstone National Park (Fig. 1) is famous for its
numerous hydrothermal features and other natural wonders but is better known
among earth scientists as the site of the world's largest restless caldera.
Many earth scientists believe the park is the present day terminus of the active
Yellowstone hotspot. The hotspot track can be traced along a string of large
calderas (for example, 1) to its origin ~16 million years ago in southeastern
Oregon and northern Nevada. The three most recent caldera-forming events occurred
during cataclysmic rhyolite ash-flow tuff eruptions during the last 2.1 million
years in the Yellowstone region (1, 2). Yellowstone caldera, the youngest
of the three, (Fig. 1) formed ~630,000 years ago in
an eruption (many times larger than any historic volcanic eruption) that ejected
~1,000 km3 of debris -- about 1,000 times the volume of magma erupted
at Mt. St. Helens in May 1980 (1). A subsequent episode of dominantly
extrusive volcanism buried Yellowstone caldera under rhyolite lava flows from
150,000 to 70,000 years ago (2). Even though the last magmatic eruption
occurred ~70,000 years ago, geologic and geophysical evidence suggest that a
crustal magma reservoir beneath Yellowstone is maintained in a partly molten
state by episodic intrusions of basaltic magma (3). Because another caldera
forming eruption is almost inevitable, though not imminent, a continuous monitoring
program is important. It is equally important, however, to assess the patterns
of deformation of the caldera, in an effort to understand the magmatic plumbing
beneath Yellowstone caldera and large calderas in general.
Fig. 1(view
larger GIF of fig.1, ~320 KB)Location maps for this study (A) Regional scale
map. The location of the detailed study area, is indicated by the red square.
(B) Topographic map of detailed study area. The topographic data is derived from
U. S. Geological Survey Digital Elevation Models (DEMs). For reference and discussion,
the most important physical and geographic features are labeled as follows: HL,
Hebgen Lake; LB, Lake Butte; ML, Mallard Lake dome; MW, Mount Washburn; SC, Sour
Creek dome; YC, Yellowstone Caldera boundary (solid black line); YL, Yellowstone
Lake; YNP, Yellowstone National Park boundary (dashed black line). The string
of triangles running northwest from LB to MW marks the location of a leveling
line to which displacement inferred from InSAR measurements are compared in Fig.
4. Red lines show faults mapped (solid) and inferred (dashed) (2).
Epicenters of earthquakes occurring in the time interval between acquisition dates
of the earliest and latest radar images (Table 1) are shown
as white-filled black circles. The size of a circle is proportional to the exponential
of the magnitude of the earthquake. The smallest earthquakes shown are magnitude
~0.0, whereas the three largest earthquakes shown are: 1. a magnitude 5.1 earthquake
(depth 1.9 km, 28 August, 1995) off the south edge of the YNP, 2. a magnitude
4.9 (depth 5.7 km, 26 March, 1994) ~20 km east of HL, and 3. a magnitude 4.8 (depth
3.2 km, 24 September, 1994) on the west edge of SC. The 4884 earthquakes plotted
as black circles are taken from the University of Utah Seismographic Stations'
Yellowstone National Park Earthquake Catalogs for 1983-1992.
Field studies have revealed that Yellowstone has experienced uplift and subsidence
of its caldera floor in historic and prehistoric times. Deformed postglacial terraces
around Yellowstone Lake (4) and geomorphic evidence for changes in the
Yellowstone River gradient (5) suggest multiple episodes of uplift and
subsidence within the caldera in the last 12,000 years. Uplift of the caldera
floor in the twentieth century was documented by comparing leveling surveys made
in 1923 and 1975-1977 (6). Re-leveling of benchmarks within the caldera
along a single leveling line (Fig. 1) has been conducted
on a near-yearly basis from 1983 through 1995 (7-10). Results show the
northeast caldera floor experienced uplift from 1923 through 1984, no measurable
deformation in 1984-1985 and subsidence from 1985 through 1995. Less frequent
trilateration and GPS (Global Positioning System) measurements (8, 11)
are consistent with the leveling results and imply depressurization of a relatively
shallow source beneath the caldera during the recent period of subsidence.
The main advantage of satellite interferometric synthetic aperture radar (InSAR)
is its ability, under favorable conditions, to measure deformation of the entire
caldera floor and its surroundings. By measuring a surface of deformation rather
than movement at isolated points, we are able to locate and characterize deformation
sources better than has been possible to date. High resolution synthetic aperture
radar (SAR) images of Yellowstone were formed using raw European Space Agency
satellite radar data. The interferograms (Fig. 2) were
made by taking the phase difference of pairs of SAR images, correcting for the
topography [for example, see (12)] using a digital elevation model (DEM)
(Fig. 1), then correcting for orbital errors (13).
We selected radar images acquired only during the summer months to minimize
the decorrelation between images resulting from snow accumulation. The summer
images were then combined (Table 1) to pick paired images
that minimized the effects of uncorrected topography [resulting from inaccuracies
in the DEM, (14)] and the possibility of base-line decorrelation [resulting
from a large separation in the orbits, (15)].
Fig.
2 (view larger GIF of figure 2, ~480 KB) Six interferograms constructed
using the two-pass method (for example, 12, 25). The range of colors
from violet to red, shown in the color bar on the top of (B), corresponds to
one cycle of phase from 0 to 2p (one fringe) representing ~28 mm of displacement
between a point on the ground and the satellite. The time interval spanned by
each interferogram is referenced to the horizontal time axis where the beginning
of each year is marked and labeled. The red, green and blue bars attached to
each interferogram indicate the corresponding time interval. The first three
interferograms are sequential whereas the last three are cumulative over longer
time spans (with some overlap). Where coherence is adequate, the interferograms
show that deformation extends only slightly beyond the northeast caldera boundary
to the northwest-southeast trending faults mapped by Christiansen (Fig.
1, (2)). (A) August 1992 to June 1993. This image shows over 30 mm
of inferred subsidence centered in the northeast half of the caldera and closely
associated with the SC dome. (B) June 1993 to August 1995. In this image the
center of deformation has shifted to the southwest half of the caldera with
with over 40 mm of subsidence associated with the ML dome. (C) August 1995 to
September 1996. The main deformation mode is now uplift (~20 mm) associated
with the SC dome [note the reversed color sequence toward the center of SC dome,
relative to (A) and (B)]. The ML dome still appears to be subsiding slightly
during this time interval. (D) August 1992 to June 1995: This image shows ~60
mm of subsidence. (E) July 1992 to August 1995 also showing ~60 mm of subsidence.
(F) July 1995 to June 1997: This image shows over 30 mm of uplift.
The interferograms (Fig. 2) indicate that deformation
is episodic on varying time scales. On a time scale of ~1-2 years the center of
deformation changes within the caldera from the Sour Creek (SC) dome (Fig.
2, A and C) to the Mallard Lake (ML) dome (Fig. 2, B and
F). On a longer time scale of ~3 years (Figs. 2, D and
E, and Table 1) the entire caldera floor appears to
subside. The initiation of renewed uplift (Figs. 2, C and
F) represents the end of ~10 years of caldera subsidence. The progression
of uplift from the SC dome to the ML dome may indicate that SC is closer, or at
least better connected, to the magmatic source driving the deformation. The apparent
lateral migrations of deformation shown in Fig. 2, A through
C and F, are probably not artifacts of atmospheric disturbances in the radar
images, because the disturbances would need to move from one resurgent dome to
the other in both pairs of successive interferograms. Atmospheric disturbances
take the form of spatially variable atmospheric water vapor content and possibly
spatially variable electron content in the ionosphere. There is no reason to suspect
that either of these effects should first favor one dome then the other, although
these effects could have locally distorted the deformation signal in the interferograms
(Fig. 2).
To estimate the depth of the deforming body responsible for the observed subsidence,
we model the interferogram in Fig. 2B with two tabular
sill-like bodies (16). We chose to model Fig. 2B
because it has the best combination of a long time interval and good overall
image coherence. We also chose to use two sill-like bodies, because the pattern
of fringes in Fig. 2B requires more than one source.
The depth of the larger body in the model (Fig. 3A,
better constrained than the small body) is 8.5 ± 4 km (95% confidence
intervals). The depth coincides with that at which Miller and Smith (17)
find low seismic velocity bodies beneath both resurgent domes. Previous studies
placed the body at a depth of 10 ± 5 km (8) and 3-6 km [possibly
extending to 9 km beneath ML (18)]. The model requires a decrease in
volume of 0.035 to 0.057 km3 from June 1993 to August 1995, or a
volumetric decrease rate of 0.016 to 0.027 km3/yr. These rates are
comparable in magnitude to volumetric increase rates of 0.01 to 0.028 km3/yr,
estimated to explain uplift of the caldera from 1923 to 1984 (18).
Fig.
3 (view larger GIF of figure 2, ~115 KB) Results of modeling displacement
in the interferogram of Fig. 2B with two tabular sill-like
bodies embedded in a homogeneous, isotropic elastic halfspace at a depth of 8
km. The fringe interval is the same as shown in Fig. 2B. (A) Synthetic interferogram
formed using best fitting minimum variance model of Fig. 2B.
The outlines of two tabular bodies that make up the model are shown with the white
dashed lines. The optimum model was found using code written by Feigl and Dupré
(26) to forward model and then apply constrained Monte-Carlo searches to
estimate best-fitting model parameters (16). (B) Residual interferogram
formed by subtracting the model interferogram (Fig. 3A)
from the data (Fig. 2B).
The line-of-sight displacement inferred using interferometry is consistent with
the vertical displacement measured in leveling surveys (19). For the modeled
deformation (Fig. 3), the line-of-sight displacement is
dominantly vertical motion (20), justifying the direct comparison between
InSAR and the leveling surveys (Fig. 4). The reason for
the mismatch between the two deformation measurements on the 20 km of the survey
line closest to Mount Washburn (MW) (Fig. 4A) is unknown.
Because the time intervals over which the measurements were made are different,
the mismatch may indicate that the benchmarks near MW subsided another 5-10 mm
in the three months between the June 1993 acquisition date for the slave image
in Fig. 2B and the September 1993 leveling survey. Alternatively,
either sensitivity of InSAR measurements to atmospheric disturbances (21)
or accumulated leveling error may explain the mismatch. The InSAR measurements
show a maximum of ~15 mm of uplift of the leveling line from July 1995 to June
1997 (Fig. 4C). Although the inferred uplift has not yet
been verified by leveling, we do not think that it is an atmospheric artifact
because we see it in two different interferograms (Figs. 2,
C & F). Figs. 2C and 2F have unique pairings of
master/slave scenes (Table 1), implying different atmospheric
conditions. Fig.
4 (view larger GIF of figure 4, ~ 45 KB) Vertical displacement inferred from
interferometry data at benchmarks on the leveling line shown in Fig.
1. Distance on the horizontal axis is measured along the leveling line in
the direction from LB to MW (Fig. 1). Displacement inferred
from interferometry (19, 20) is marked with open triangles connected with
solid lines, labeled "InSAR." Displacement measured in leveling surveys is marked
with the solid triangles connected with a dashed line, labeled "Leveling". The
vertical error bars on the right side of (A) and (B) show the maximum estimated
error in the leveling measurement (~14 mm). The error decreases to ~0 mm at the
beginning of the profile. (A) Comparison of vertical displacement inferred from
the interferogram in Fig. 2A (August 1992 to June 1993)
(19) to that measured from September 1992 to September 1993 at benchmarks
(9). (B) Comparison of vertical displacement inferred from the interferogram
in Fig. 2B (June 1993 to August 1995) to that measured
from September 1993 to September 1995 at benchmarks (9, 10). (C) Vertical
displacement inferred at benchmarks using interferogram in Fig.
2F (July 1995 to June 1997) (19). Leveling data after September 1995
are not yet available.
The migration of uplift from the SC to the ML dome suggests the driving pressure
source may lie beneath the SC dome. If this source supplies fluid in a near-vertical,
pipe-like body, we may use our value of inflation rate and estimates of the driving
pressure gradient and fluid viscosity to estimate the equivalent dimension of
such a pipe (22). Note that the fluid may be either magmatic or hydrothermal
fluids (23). If the injected magma were basalt, the pipe radius would be
about 0.14 m. Rhyolitic magma would require a pipe of about 14 m radius, whereas
water or steam injection could occur in a pipe with a characteristic dimension
of a few millimeters.
We suggest that interacting fluid reservoirs exist beneath the SC and ML domes,
with inflation of each being regulated by flow through two conduits, one beneath
SC (conduit 1) and the other connecting SC and ML (conduit 2). The opening of
each conduit requires a critical pressure threshold (PC),
perhaps the pressure, P, required to overcome the lithostatic load that
would tend to close the conduit walls. Inflation initiates beneath SC when influx
of fluids from depth causes P to exceed PC at conduit
1, with surface uplift occurring at the SC dome. Fluid flow increases pressure
in the SC reservoir until it reaches PC at conduit 2, initiating
flow into the ML reservoir and surface uplift above it. Since P=PC
in the SC reservoir, uplift ceases there while the ML reservoir inflates. When
P reaches PC in both reservoirs, and if flow through
conduit 1 continues, both should continue inflating. However, if fluid supply
rate through conduit 1 decreased, inflation and concomitant uplift would decline
accordingly.
The direction of subsidence migration across the caldera is not known (24)
and an outlet during subsidence at conduit 1 would require that the density
contrast between fluid and wallrock change sign (22). So, we suggest
a third conduit as an outlet from the caldera, feeding the shallow hydrothermal
features in the northwest corner of the park. In two interferograms (Figs.
2, B & F) the fringes cross the northwest caldera rim suggesting a connection
between the caldera system and the northwest corner of the park. Moreover, both
the change from uplift to subsidence in 1985 and the change from subsidence
to uplift in 1995 are either initiated or accompanied by the two largest earthquake
swarms ever recorded in the park (since 1972, in the USGS-Univ. of Utah earthquake
catalog). The two swarms were located just outside of the northwest caldera
rim.
REFERENCES AND NOTES
R. B. Smith and L. W. Braille, J. Volc. Geotherm. Res.61,
121 (1994).
R. L. Christiansen, in Explosive Volcanism: Inception, Evolution, and
Hazards (National Academy, Washington D. C., 1984), pp. 84-95.
R. O. Fournier and A. M Pitt,Trans. Geothermal Resources Council
1985 International Symposium On Geothermal Energy, C. Stone, Ed. (Geothermal
Resources Council, Honolulu, HI, 1985), pp. 319-327
W. W. Locke and G. A. Meyer, J. Geophys. Res. 99, 20079
(1994).
K. L. Pierce, K. P. Cannon, G. A. Meyer, Eos78, 802 (1997).
J. R. Pelton and R. B. Smith, Science206, 1179 (1979);
J. Geophys. Res.87, 2745 (1982).
D. Dzurisin and K. M. Yamashita, J. Geophys. Res.92, 13753
(1987).
D. Dzurisin, J. C. Savage, R. O. Fournier, Bull. Volc.52,
247 (1990).
D. Dzurisin, K. M. Yamashita, J. W. Kleinman, ibid.56,
261 (1994).
F. Arnet et al.,Geophys. Res. Lett.24, 2741 (1997).
C. M. Meertens and R. B. Smith, ibid.18, 1763 (1991).
D. Massonnet, P. Briole, A. Arnaud, Nature375, 567 (1995).
Fringes from orbital errors (inaccuracies in satellite positions) have
been corrected for by subtracting a plane from each interferogram. The dominant
orbital errors appear as nearly parallel fringes, and where coherence is good
across the image the plane is easily found by inspection. We used inspection
to set bounds for a grid search, then accepted the plane that gave a minimum
variance-corrected interferogram. Because of poor coherence, the planes used
to correct images in Figs. 2, E & F were more
qualitative in nature (there were no minimum variance solutions). The magnitude
of tilt across each image is: 30 mm (Fig. 2A), 300
mm (Fig. 2B), 220 mm (Fig. 2C),
300 mm (Fig. 2D), 220 mm (Fig.
2E) and 110 mm (Fig. 2F). These magnitudes are
much larger than any signature that could be expected from regional tilting.
We assessed the DEM inaccuracies by forming interferograms from SAR images
paired from summers of the same year, where the pairs had low altitudes of
ambiguity (~25 m). These pairs were sensitive to DEM inaccuracies and (because
of the short time interval) fairly coherent. Inaccuracies appear to be generally
less than 10 m with the exception of a small area off the southeast tip of
Hebgen Lake (HL) that is in error by ~25 m. This DEM artifact has the largest
effect in Fig. 2B (Table 1)
where it is appears as an area with half a fringe of signal which could be
interpreted as ~14 mm of line-of-sight subsidence. The effect of the DEM artifact
near HL is smallest in Fig. 2A (Table
1) where it would appear as an area with only ~1.5 mm of subsidence.
H. A. Zebker and J. Villasenor, IEEE Trans. Geosci. Rem. Sensing30, 950 (1992).
An initial model was obtained by forward modeling to fit ~400,000 data
pixels in Fig. 2B. Seven model parameters were estimated
for each of the two sills: 1. East location of sill origin. 2. North location
of sill origin, (the origin of the sill specifies the geographic position
of the sill by specifying one corner of a rectangle). 3. Sill dip. 4. Sill
strike. 5. Sill length. 6. Sill width. and 7. Amount of compaction (directed
perpendicular to the sill surface). A Monte Carlo search was first used to
refine the forward model, then used to estimate bounds on the model parameters.
Any model with a variance increase (relative to the best-fitting model) that
an F test revealed to be significant at the 95% level was taken as
an acceptable model -- indistinguishable from the minimum variance solution
at the 95% level. The range of model parameters spanned by the acceptable
models was used to constrain the depths and volume changes given in the text.
The dip of the sill-like bodies is 0 ±12°
D. S. Miller and R. B. Smith, in preparation.
D. W. Vasco, R. B. Smith, C. L. Taylor, J. Geophys. Res.95,
19839 (1990).
Because the interferograms in Fig. 2 have varying
amounts of incoherence (indicated by the amount of image speckle) on top of
a long wavelength signal, we averaged the interferogram phases (which are
all measured modulo 2p) over a number of pixels. In most of the caldera area,
this enables us to unwrap the phases. Unwrapping translates the interferogram
phases into line of sight displacement by taking care of the modulo 2p uncertainty
in the phases. We averaged the phase values over a square area of pixels until
the unwrapped phases of the pixels occupied by the benchmarks is similar to
the unwrapped phases of each of the surrounding eight pixels. We then increased
the number of pixels to the next odd number squared and repeated the phase
unwrapping. For each line in Fig. 4 labeled InSAR,
we plotted displacement from 36 displacement estimates (the benchmark pixel
and the surrounding 8 pixels with 4 different pixel averages). For Fig.
4, A through C, the uncertainties inferred from this procedure (the spread
of the lines) is largest from 0 to 12 km where the leveling line runs along
the edge of YL (the lake produces essentially random interferogram phases).
The heavily speckled nature of Fig. 2F from 0 to 12
km along the leveling line appears to be the cause of the poor estimates of
displacement there.
In comparing leveling and InSAR displacements we are assuming the satellite
line-of-sight measurements in Fig. 4 represent predominantly
vertical deformation. However, the satellite line-of-sight is inclined 23°
to the vertical, so horizontal displacement may be mapped into range displacement.
We assessed the magnitude of the error introduced in using this assumption
by computing the effect of horizontal displacements in the synthetic (model)
interferogram (Fig. 3B). Results suggest that the
largest error along the leveling route introduced by this assumption is less
than 3 mm, located where the route crosses the edges of the smaller sill-like
body (Figs. 1 and 2).
H. Tarayre and D. Massonnet, Geophys. Res. Lett.23, 989
(1996);H. A. Zebker, P. A. Rosen, S. Hensley, J. Geophys. Res. 102,
7547 (1997).
The volume flux rate (V) of laminar Poiseuille flow in a cylindrical
pipe is given by
where µ is fluid viscosity, r s is the density of the
solid wallrock,r l the fluid density, g the acceleration
of gravity and R the equivalent pipe radius [see, D. L Turcotte and
G. Schubert, Geodynamics: Application of Continuum Physics to Geological
Problems, (John Wiley and Sons, New York, 1982) p. 240]. Our volume flux
rate is about 0.016 km3/year, the driving buoyant pressure gradient
(r s - r l)g=2000 Pa/m, and m is 108 Pa-s
(rhyolite), 1 Pa-s (basalt), and 10-4-10-6 Pa-s (water and vapor respectively).
We use the term magmatic fluids to refer to magma (molten rock) or volatile
gases and liquids released from magma, whereas we use the term hydrothermal
fluids to refer to steam and hot water mostly of meteoric origin.
From the snapshots of subsidence (Fig. 2) we
cannot discern whether the subsidence deformation front moves from southwest
to northeast or northeast to southwest. Because the inception of uplift was
captured in Fig. 2C, however, we can conclude that
the uplift deformation front moves from the northeast to the southwest (Fig.
2F).
D. Massonnet and T. Rabaute, IEEE Trans. Geosci. Rem. Sensing31, 455 (1993).
K. Feigl and E. Dupré, Comp. and Geosci., in press.
We thank our colleagues R. L. Christiansen and J. C. Savage and two anonymous
reviewers for thorough technical reviews of the manuscript. Helpful discussion
with R. O. Fournier, D. J. Stevenson, E. Brodsky, D. Massonnet and N. Pourthie
is acknowledged. We also thank P. Wessel and W. Smith for GMT software [EOS72, 441 (1991)]. This research was supported by the Volcano Hazards
Program, U. S. Geological Survey. One of us (W. T.) was supported by a visiting
professorship at the Division of Geological Sciences, California Institute
of Technology while some of the work reported here was carried out.
Table 1. Information on the individual Satellite images
used to construct the six interferograms shown in this paper. The phase differences
are relative to the Master image. The altitude of ambiguity ha (25),
determined by the separation in orbits, is the amount of topographic change required
to generate one interferometric fringe.