W. J. McGuire, G. E. Norton, R. S. J. Sparks, R. Robertson and S.R. Young (with a contribution from A. D. Miller)
1. Introduction
In this report, information is summarised about the activity of the
Soufriere Hills volcano, Montserrat, prior to an explosive eruption on
17-18.9.96. The precursive activity is assessed and the events of the
night 17-18.9.96 are described. The deposits from this phase of activity
are then detailed and an attempt is made to constrain the eruptive
mechanism. The information presented in this report has already proved
invaluable for the recent re-assessment of hazard microzonation and alert
levels on the island and, it is hoped, has provided some predictive
indicators for the recurrence of this type of event in the future.
2. Precursive Activity
2.1. Observations
Following the first extrusion of juvenile material between 14.11.95 and
16.11.95, activity at the Soufriere Hills volcano has involved the
construction of an endogenous lava dome complex within English's Crater to
the north-west of the old Castle Peak dome. Periodic collapse of the
unstable new dome complex led to rockfalls and the generation of
pyroclastic flows (PFs), the latter resulting in the progressive filling
of the Tar River valley, which drains the breached eastern side of
English's Crater, and the growth of a delta at the valley mouth. The
dates of the main PF events are as follows: 27.3.96, 30.3.96, 1-2.4.96,
5-8.4.96, 12.4.96, 21.4.96, 26.4.96, 28.4.96, 11-12.5.96, 15.5.96,
20.5.96, 31.5.96, 1.6.96, 13.6.96, 16.6.96, 29.7.96, 31.7.96, 11.8.96,
21.8.96, 2-3.9.96, 17.9.96. Until 17.9.96, PF production had been
non-explosive, and driven purely by gravitational collapse of
oversteepened dome flanks. Both the average and maximum lengths of PFs has
progressively increased, and on 12.5.96 flows reached the sea for the
first time.
Since the end of March 1996, and prior to the events of 17.9.96,
instability of the growing dome has triggered four significant dome
collapses on the 29 - 31.7.96, 11.8.96, 21.8.96, and 2.9.96. The estimated
dome volume at 17.7.96 was 25 x 106 m3, with an estimated 4.2 x 106 m3 of
dome-collapse derived material deposited in the Tar River valley. The most
recent (27.8.96) estimate of the dome volume, prior to the 17-18.9.96
collapse, was 27-28 x 106 m3, the largest since dome growth began.
After the episode of dome collapse and PF production on 2.9.96, rock falls
and PFs continued to be generated, although at a relatively lower level.
Few PFs were produced over the period 7.9.96-15.9.96, over which time the
seismic record was dominated by shallow (<2 km depth) volcano-tectonic
(VT) earthquakes and rockfalls, probably associated, respectively, with
the entry of fresh magma into the high-level magma system and dome growth.
On 15.9.96, vigorous steam and ash venting was noted at the dome and small
PFs were generated. Activity reached a higher level on 16.9.96, with the
near-continuous generation of rock falls and/or PFs during the middle of
the day. The activity increased further on 17.9.96 with rock-fall
formation near-continuous at times, and a phase of dome collapse and large
pyroclastic flow formation which began at 11.30. Significant ashfall
affected Richmond Hill, Plymouth and its environs from this time probably
until the early hours of the following morning. The level of PF activity
dropped between 20.30 and 23.42, after which time the eruption entered the
explosive phase (see section 3). 2.2 Seismic activity
The earthquake activity leading up to the events of 17.9.96 showed a
marked increase in all types of seismic signals for a period of
approximately 6 months, over which time the activity consisted of a
cyclical series of dome building and subsequent collapse episodes. The
seismic signals show marked variation in their rate of occurrence
throughout this period. Variations in four types of seismic signal
(rockfalls; volcano-tectonic: VT; long period: LP; and hybrid) are
considered here, firstly over the time period since 1.10.95 and then in
the 2 months preceding 17.9.96. The results presented here are based on
near real-time classifications by a number of different, and
variously-experienced operators. Thus the detailed patterns of earthquake
distributions should be considered as being preliminary.
Rockfall signals were first recorded by the network on 16.1.96. There was
then a gradual increase in the number of rockfalls per day to the onset of
the PF activity on 27.3.96. The number of rockfalls was intimately
associated with the PF events, with a gradual increase before PF activity
and a sharper decrease after the activity. PFs were generated by
successive collapses of the dome at 10-14 day intervals from 29.7.96 to
17.9.96. Each episode of dome collapse was preceded by an increase in
rockfall signals and then succeeded by a gradual decrease in the number of
rockfall signals. The maximum number of rockfalls in this later time
period was observed on 20.8.96 when 157 rockfalls were recorded.
The number of rockfall signals is clearly associated with the collapse of
the dome and formation of PFs, since all these phenomena are generated
primarily by instability of the dome. The 10-14 day periodicity of the
dome collapse during this period is probably a function of the extrusion
rate. There is a possibility that this periodicity is related to tidal
influence, but it is not exactly in phase with the tidal cycle, suggesting
some as yet undetermined time-lag in the response of the system to tidal
stresses.
VT earthquakes show a very interesting pattern. From 1.10.95 to 11.11.95,
there were high numbers of VTs with a mean rate of 30 per day and a
maximum count of 94 on 18.10.95. There were then very few VT earthquakes
(maximum 5 per day) until 20.7.96. Between 0 and 88 per day were noted
from 20.7.96 to 5.9.96 with a daily mean of 30. An further increase in the
number of VTs per day was then seen, with a maximum of 211 per day on
11.9.96, before a gradual decrease to only 33 on 17.9.96.
In the four weeks immediately leading up to the activity of 17.9.96, a
number of VT swarms were experienced. From 15.8.96 to 4.9.96, their
occurrence was sporadic and had no apparent trend. After 4.9.96, however,
the swarms occurred at between 400 to 1000 min intervals with a median
interval of 684 min, and the time interval between swarms decreased over
this time, particularly in the 2 days before the explosion
(FIGURE. 1). The
duration of the VT swarms is extremely variable, but between 12.9.96 and
17.9.96, the duration of these swarms was consistently below 150 min. The
mean periodicity (approx 11.5 hours) of these swarms suggests that there
may be a tidal influence on their generation. The highest tide in the
previous two months was on 28.8.96 which corresponds to the onset of the
enhanced VT activity. The next highest tide was on 12.9.96, which
corresponds to the maximum number of VTs prior to this period of activity.
This broad relationship to the tidal cycle may represent a useful
predictive tool in the future, and the coincidence of high tidal stresses
and a large, unstable dome may provide ideal conditions for future
eruptions.
The daily number of long period (LP) earthquakes has been low and did not
show any consistent pattern between 1.10.95 and 20.7.96. In the two months
prior to 17.9.96, however, there were two distinct peaks in the number of
LPs counted: on 22.7.96 (40 per day) and on 12.9.96 (43 per day). In the
intervening period there was a lull in the number of LPs with generally no
more than 15 per day. In this later period, this pattern follows that of
the VT counts per day, and is probably related to shallow movement of
magma.
The number of hybrid earthquakes varies considerably throughout the period
since 1.10.95. Hybrid events tend to occur in repetitive swarms, often at
a rate of one or more per minute with a regular repeat rate. These swarms
often lasted for several days, and occurred in September 1995, November to
December 1995, January 1996 and April to May 1996. The most significant
numbers were observed in the period from 10.4.96 to 3.5.96 when up to 1128
(15.4.96) were counted. These partly coincide with the first dome collapse
and PF generation episode. There is a second peak in hybrid counts between
30.7.96 and 14.8.96 with a maximum of 178 counts per day on 31.7.96, but
then this count decreases to less than 40 per day for the remainder of the
period up to the explosive episode.
2.3 Surface deformation
Four Electronic Distance Measurement (EDM) networks, and a number of
independent baselines, were occupied during the period leading up to the
events of 17-18.9.96, one of which (White's - Long Ground - Castle Peak)
was unusable directly following the eruption and the loss of the Castle
Peak reflector. This reflector was replaced on 2.10.96 by SY and BD. Prior
to this, the Long Ground - Castle Peak baseline had shown a pattern of
progressive shortening characterised by two distinct trends
(FIGURE 2): a linear shortening of
about 1mm per day between early January 1996 and June
1996, and a period of accelerating shortening until 11.9.96, the last time
the network was measured. Between the end of August and 11.9.96, the
baseline length reduction was of the order of 1 cm/day. Comparable
accelerating trends were also shown by EDM baselines from White's to
Castle Peak and Tar River to Castle Peak. The other networks showed
smaller changes or none at all during late August and the first part of
September. The O'Garra's - Galway's - Chance's Peak network confirmed the
pattern of shortening along two baselines (Galway's - Chance's Peak and
O'Garra's - Chance's Peak) broadly radial to the growing dome, as did
radial baselines from Amersham to Gages and Dagenham to Gages. The rate of
movement was, however, an order of magnitude smaller than that observed on
the Long Ground - Castle Peak line, with a 17 mm shortening over the 20
days up to 13.9.96 of the Galway's - Chances Peak baseline. At the Windy
Hill - St. George's Hill - Farrell's network, the St. George's Hill to
Farrell's line shortened by 28 mm between 22.8.96 and 16.9.96. No changes
were recorded on either the Amersham - Chance's Peak or Lower Amersham -
Amersham lines between 23.8.96 and 20.9.96.
The EDM results can be simply interpreted in terms of baseline shortening
due to dome growth. The much larger distance changes to the Castle Peak
reflector clearly reflects the proximity of the benchmark to the growing
dome, together with the preferential growth of the dome complex towards
the east. The progressively increasing shortening which began in June may
have reflected localised dome expansion or the accelerated increase in
dome volume which started about that time. The much smaller to negligible
movements along other radial baselines located further from the dome (e.g.
Amersham - Chance's Steps, Lower Amersham - Amersham, and Windy Hill -
Farrell's) throughout the build-up and course of the eruption argue for
major deformation associated with dome growth being highly localised.
This confinement of major deformation to the immediate vicinity of the
dome complex is also supported by both tiltmeter and Global Positioning
System (GPS) data gathered prior to the eruption. The complete absence of
tilt at the Long Ground tiltmeter during it's entire operation supports
the idea that significant deformation is confined to the dome itself and
its immediate surroundings. GPS baseline measurements provide evidence for
smaller scale and more ambiguous movements in the run-up to the eruption,
particularly at benchmarks more distant from the dome. GM and the Puerto
Rican GPS team, for example, report a 1 cm shortening of Tar River - St.
George's and St. George's - Radio Antilles lines between December 1995 and
May 1996. This is accompanied by extension of around 2 cm on baselines
between Roche's Yard and Reid's Hill, and Roche's Yard and Harris between
October 1995 and May 1996. Measurement of the MVO "Bignet" GPS network
(four stations located within 2 to 4 km of the dome) before
(23.8.96-15.9.96) and after (15.9.96-18.9.96) the events of 17.9.96 show
small changes within the error margins of the method. The observed GPS
movements to date can thus be summarised as being either insignificant or,
where significant, not showing an easily interpretable pattern.
3. The Explosion and Related Events of 17-18.9.96
The start of the explosive episode is timed at 23.42, 17.9.96, on the
basis of saturation of all seismometers. The event lasted for
approximately 48 minutes and involved the collapse of a major part of the
dome, including that part overlying the conduit. This triggered the
release of pressurized magma in the form of intense explosive activity
directed to the north-east and the generation of a substantial eruption
column.
Further details are provided below, and evidence for the order of events in
sections 4 and 5.
3.1 Observations and personal experiences
Most MVO staff not already at the observatory were alerted to the start of
the eruption just before midnight by a combination of the sound of the
eruption itself - akin to a remote jet engine rumble - thunder and
lightning associated with the eruption column, and howling dogs. Staff who
were not awakened by this activity were rapidly contacted and reached the
MVO within about 20 minutes.
Three MVO staff (AML, BM, CH) were dispatched to the east of the island
soon after the start of the explosive episode. The team sampled
centimetre-sized tephra fallout from a road near Trant's Yard before
establishing an observation point on higher ground about 1 km north of the
airport. From the time of arrival of the team at around 01.00 until about
03.00 a glow was almost continuously visible over the Tar River valley
indicating the continued passage of successive PFs, and rising ash clouds
from the flows were occasionally discernable against the darker sky. From
Trant's Yard, discrete faint red glows were visible in the vicinity of
Long Ground and interpreted as marking the positions of buildings ablaze.
Three other MVO staff (BD, GS and LL) went to Harris' Lookout, Harris
Police Station and Long Ground at the same time, arriving at the latter at
approx. 01.30. From Harris Lookout and Harris Police Station hot deposits
in the upper reaches of the ghauts to the north of the crater could be
seen. In Long Ground impact craters, downed power lines and burning
buildings were observed. There were many small lithic and pumice fragments
on the ground. These observations were confirmed by inhabitants of Long
Ground moving north who said that buildings were on fire in the
settlement. They also reported the presence of ejected blocks which had
damaged buildings and caused craters in the ground. Displaced persons
from Streatham, Harris, Bramble, and Bethel reported falling stones' and
fire coming from the volcano', and numerous centimetre-sized pumice
clasts, with some smaller lithic fragments evident in the open back of a
pick-up truck from Harris.
Reports from the inhabitants of Long Ground on the night of 17-18.9.96
have been sketchy. The most important observation, however, describes how
buildings were pushed' as if by the impact of a very strong wind. Although
the precise timing of this event remains to be established within the
overall chronology of the eruption, its occurrence does support the
generation of an atmospheric shock wave, presumably associated with sudden
unroofing of the more pressurised interior portion of the dome and its
feeder conduit.
3.2 Associated seismicity
The beginning of the explosive episode was marked by a seismic signal at
23.42, which saturated all four seismometers for 48 minutes. Signals from
the Hermitage and Chance's Peak seismometers stopped just before midnight
due to the impact of ballistic projectiles at Hermitage (11.53) and power
failure at Chance's Peak (at or very near to midnight). Four distinct
phases of the eruption can be recognised in the RSAM record
(FIGURE 3):
3.3 The eruption column
The 17-18.9.96 event generated an eruption column which produced tephra
fall over much of the southern half of the island (FIGURE 4). Although
observations were difficult due to darkness, the rapid obscuration of the
stars at Old Towne, together with intense thunder and lightning indicate
significant column growth within minutes of the start of the explosive
episode. Questioning of the local population suggests that dispersal of
coarse ejecta appears to have taken place over a time period comparable to
the duration of the explosive event (less than an hour), while ash had
ceased to fall by 06.00 on the morning of 18.9.96.
The finer component of the column formed an ash plume which spread rapidly
beyond the island, and the Satellite Analysis Branch (SAB) of NOAA/NESDIS
issued a Volcanic Hazards Alert (VHA) during the early hours of 18.9.96.
This followed an ash encounter at 10 km within 3 hours of the explosive
episode, by a civilian aircraft between 30 and 80 miles south of Antigua.
The pilots reported smoke (fine ash?) in the cockpit together with engine
compression problems. Examination of the windscreen after landing
revealed evidence of pitting. By 07.30 on 18.9.96 (all times local), SAB
were reporting two separate ash clouds; the higher one moving east at
around 40 knots and the lower traveling more slowly west at 15 knots. A
later report timed at 14.07 relates an encounter between a civilian
aircraft and volcanic ash at 3 km between 60 and 80 miles west of
Montserrat, and reports the closure of Guadeloupe airport due to ash
covering the runway markings. At this time, satellite imagery reports a
reduction in the areal coverage of the ash plume, which appeared to be
much thinner to the east of the volcano. The plume width is given as
between 60 and 100 km, extending about 525 km to the east of Montserrat
and 270 km to the west. The plume was barely discernable in infrared
imagery, suggesting low- to mid-level altitude. By early evening on
18.9.96 the SAB reported no visible plume on the satellite imagery, and
the Alert was ended at mid-morning on 19.9.96.
An estimate of the column height determined from the examination of the
size distribution of ejected fragments, is approximately 14 km (see
section 4). This is in agreement with the aircraft encounter at 10 km
reported above.
4. Post-eruption Observations
A dawn-flight over the site of the eruption at 06.00 on 18.9.96 by RR, SY,
and BM revealed that both PF and tephra-fall production had ceased. A
field of large (decimetre to metre scale) blocks extended north-east from
the dome across the Hermitage estate and the settlement of Long Ground and
beyond. Over 50 % of the buildings in Long Ground appeared to have
sustained damage due to the impact of ballistic projectiles, and at least
one roof had buckled as a result. Blocks resting in metre-scale impact
craters were common throughout the area. Several buildings were ablaze as
a result of ignition caused by hot blocks. Examination of the Hermitage
seismometer revealed that it had also been damaged by falling blocks, and
the recovered continuously-recording Trimble GPS was partly melted and
charred.
The Tar River Estate building proved to have sustained major damage, and
only the shell remained. The burnt state of wooden fittings and of the
surrounding vegetation suggested that the building had been caught in a
pyroclastic surge cloud, associated with a PF in the Tar River valley
during or prior to the explosive activity. Although not perfect,
visibility was sufficiently good to reveal a significant change in dome
morphology. A large, elongated U-shaped collapse scar was evident on the
eastern flank of the dome, separating the remaining portion from the old
Castle Peak structure, which also seemed to have been eroded to some
extent. An independent source confirms that a large horseshoe-shaped
crater had formed towards the southern end of the new dome behind the old
Castle Peak structure, probably extensive enough to have exposed the
feeder conduit. A tentative estimate of the amount of removed dome rock
lies between 25 and 30 %. An additional significant volume of material had
been deposited in the Tar River valley, and no vegetation remained. The
growing fan at the mouth of the Tar River had increased in surface area
overnight, and steaming along the entire margin of the fan suggested that
many of the PFs associated with the explosive episode had reached the sea.
Significant ash-fall in the Plymouth area was evident, and deep enough to
cause the collapse of a number of corrugated-iron roofs.
On the morning of the 20.9.96, a team (RR, CH, BM and GR) visited Long
Ground and the Tar River Estate building on foot. At Long Ground
decimetre-sized lithic blocks had excavated impact craters up to 5 m
across and 1.5 m deep in the soft earth, and decimetre-sized holes were
also observed in the roofs of many buildings. In one case, a projectile
had entered a building through the roof and exited via a wall. The
aftermath of fires in a number of buildings provided evidence for high
block temperatures. Proceeding south towards the Tar River valley, the
zone of burnt vegetation was encountered about 100 m north of the Tar
River Estate building. A deposit of pale grey, loose, extremely
fine-grained pumiceous material in the vicinity of the building was
interpreted as having been emplaced by a pyroclastic surge cloud, although
the timing of this relative to the events of 17.9.96 remains to be firmly
established. Impact craters within the deposit confirm at least, however,
that it was deposited prior to the directed explosion(s). Measurements
using a thermocouple probe at the southern edge of the road entering the
Tar River valley gave temperatures of 67 C at 30 cm depth, and 97 C at 45
cm. A second visit to the Tar River on 22.9.96 by SY, PB, GM, and NS,
encountered temperatures of 373 C at 45 cm depth about 200 m down the Tar
River road to the west.
The sampling of tephra-fall material, begun during the night of
17-18.9.96, continued during the following day, allowing determination of
the spatial distribution of ejecta and the variation of maximum fragment
size away from the volcano. The survey revealed that pumiceous clasts
(mean density 1116 kg m-3) of greater than 10 cm in diameter had been
transported to distances of 3 km from the dome, including Chance's Steps,
the area above Upper Amersham and the south end of Farrell's road. Clast
sizes between 5 and 10 cm were found at distances of nearly 5 km from the
dome, including at Tuitt's, Harris, Dyers, Gingoes, St. Patrick's, and
south of Cork Hill. Clasts in the 1-5 cm range reached as far as 2 km
north of Bramble airport in the east and the outskirts of Old Towne in the
west. The lithic component of the tephra fall, some of it juvenile,
largely followed the distribution pattern of the pumice, but clasts are
generally smaller than the pumice. The lithic clasts are, however, about
30 % larger, on average, than the theoretical size for aerodynamic
equivalence of the pumice. This can be interpreted in two ways; first,
the initial column for the lithic ejecta was higher than for the pumice
eruption, or second, the instantaneous explosion cloud spread faster by a
factor of 2 than the sustained plume, so that clasts are more widely
dispersed. The latter interpretation is favoured. There are no published
models for the dispersion of clasts from explosion clouds, so no attempt
has yet been made to model the lithic data. Lithics are comparable in size
to pumice clasts in some localities (e.g. Harris, O'Garra's, Cork Hill,
and Morris), and exceed pumice-clast sizes within the ballistic area at
Long Ground. Clast shapes are often angular to sub-rounded, and commonly
present as thin flakes.
Ash from the eruption, including that from the PFs generated before the
explosive episode covered the south-western part of the island from St.
Patrick's in the south to the mouth of the Belham river in the north to a
depth of over 5 mm (4 cm in and around Plymouth), reflecting the
prevailing easterly low altitude winds.
The dispersal pattern of pumice and lithic clasts from the explosive
eruption has been used to calculate the maximum height of the eruption
column and the peak discharge rate. The method is based upon measurements
of the five largest clasts at each locality and application of maximum
dispersal models by Carey & Sparks (Bull. Volc. 48, 109-125, 1986).
Plotting observations on a diagram of maximum pumice size versus isopleth
area yielded a column height of between 14 and 15 km using pumice data,
and an average clast density of 1116 kg m-3. These heights indicate peak
discharge rates of 3.4 to 4.3 x 103 m3 s-1.
A visit to the Hermitage estate, within the field of large ballistic
fragments, on 27.9.96 by RSJS, CH, and GN revealed the presence of dense,
juvenile lithics up to 1.3 m in diameter and pumice clasts up to 0.5 m
across. Small shrubs and young banana plants were not disturbed or bent,
indicating that a lateral blast involving a ground-hugging flow component
(as at Mount St. Helens, 18.5.80) had not occurred. The concentration of
blocks toward Long Ground did confirm, however, that the explosion was
directed towards the north-east. Some blocks showed evidence of explosive
disintegration on impact, spraying fragments several metres, in some cases
in directions towards the volcano and unrelated to the impact direction.
Some of the EDM stations were occupied on 20-21.9.96. Unfortunately, no
measurement was possible to the Castle Peak reflector due to its loss
during the eruption. Baseline lengths from Amersham to Chances Peak and
Lower Amersham to Amersham showed no change since before the eruption
(23.8.96), providing further evidence for the very spatially-limited
nature of the surface deformation. Other more distant baselines did,
however, show significant changes, and the lines between St. George's and
Farrell's and Windy Hill to Farrell's extended by 4 mm and 9 mm
respectively. This may be explained by a relaxation of the north-west
sector of the volcano following the loss of a substantial part of the
dome.
Since the eruption, the original GPS networks (Bignet, Traverse A, and
Traverse B) have been combined and expanded to form a single island-wide
network (VOLCANO) to look for changes associated with forthcoming
activity. This consists of 8 benchmarks, two of which (St. George's Hill
and Lower Amersham) are also EDM stations, and 17 baselines. The network
was fully occupied between 18.9.96 and 23.9.96, and the second survey will
be undertaken within the next few days.
Seismicity following the eruption was at a significantly lower level than
in the run-up, and consisted primarily of rockfalls reflecting the
small-scale collapse of the unstable sides of the eruption scar. Some VTs
and hybrid events were also recorded, although these were few in number.
5. Constraining the Eruptive Mechanism
As indicated in section 3.2, the eruption of 17-18.9.96 can be considered
to have started at around 11.30 on the morning of 17.9.96 with the
semi-continuous production of PFs which traveled down the Tar River
valley. This activity clearly represented the start of an initial
dome-unroofing phase which ended at around 20.30 on the evening of
17.9.96. The seismic record for the period between this time and the onset
of saturation of all instruments at 11.42 indicates a period of relative
inactivity, within which episodes of stronger seismicity probably reflect
the lower frequency (relative to earlier in the day) production of large
rockfalls or further PFs. Comparison of the timing of the onset of
instrument saturation with the loss-of-signal from the Hermitage
seismometer suggests that the explosive ejection (or ejections) of
dome-rock, which put the Hermitage out of action, did not coincide with
the onset of this phase of activity. One interpretation that can be placed
upon these observations, is that the activity which saturated the
instruments at 11.42 involved a final phase of PF production that removed
more dome material and reduced confining pressures to values which
permitted explosive dome disruption. The outcome was the vesiculation of
the unroofed, relatively gas-rich dome material, and probably the feeder
conduit itself, and the triggering of a small pumiceous eruption which
ended after 48 minutes of instrumental saturation. The observation that
maximum lithic clasts in the deposit are larger than the aerodynamic
equivalence of the pumice is consistent with an initial powerful lithic
explosion column followed by a more sustained but less powerful pumice
eruption. After this, activity was confined to the waning production of
further PFs in the Tar River valley until around 03.30 on 18.9.96. A
schematic reconstruction of the eruption is shown in
FIGURE 5.
The depression made by the major collapse and explosion indicates removal
of about 100 to 150 m of overburden. This is equivalent to a decompression
of about 2.5 - 3.75 MPa (25 to 30 bars). Several observations are
consistent with the internal pressure of the dome being close to its
mechanical strength. First, VT earthquakes appear to be triggered by small
stress changes associated with tidal forcing, suggesting that the system
has very high pore-fluid pressures and is critically poised for
fracturing. Second, the range of ballistic clasts at Long Ground require
an internal dome pressure exceeding 5 MPa. Third, the vulcanian explosion
requires pressures that exceed the tensile strength of the rock (about 20
MPa for cold rock, although hot, microcracked rock might be much weaker).
Fourth, samples of dome rock from Long Ground contain tuffisite injection
veins that require hydraulic fracturing of the interior of the growing
dome for their formation.
6. Implications for Future Activity
Data gathered during the events of 17-18.9.96 will be invaluable in better
constraining the type of future activity that can be expected at Soufriere
Hills volcano. Most importantly, the eruption has shown that dome collapse
can involve an explosive component, and that the recurrence of a similar
event in the future is likely. This has important implications for hazard
microzonation, particularly if the dome growth switches to another
location, and account has already been taken of the events of the night of
17-18.9.96 in the preparation of the new series of hazard microzonation
maps. The eruption also has important implications in terms of determining
which are the critical observed phenomena on which the volcano alert
levels should be based. In this context, for example, a sustained period
of PF production - such as that recorded during the afternoon and early
evening of 17.9.96 - would now trigger evacuation of the area south of the
Belham Line before the potential for an explosive event was reached.
In terms of how often an event of the type produced on 17-18.9.96 can be
expected in the future, it may be that several more dome-destruction
episodes will need to be observed before this can be constrained. It is
possible that explosivity will prove to be positively correlated with the
volume of the dome, such that the confining pressures required to trigger
an explosive phase of activity need a certain critical depth of overburden
to be removed. In terms of forecasting future explosive dome collapses,
the coincidence of a large, unstable dome and a period of high tidal
stresses may, as suggested in section 2.1, provide the optimum
conditions.
List of Figures
Figure 1. Time and duration of VT swarms in the days prior to the eruption of
17-18.9.96. (640x480 GIF 8K)
Figure 2. Long Ground-Castle Peak EDM since 12.6.96. (Reduced - 930x685 GIF 14K Large - 1800x1325 GIF 37K)
Figure 3. 1 minute RSAM for the two days prior to the eruption of 17-18.9.96. (Reduced - 765x620 GIF 19K Large - 2500x2010 GIF 104K)
Figure 4. Map showing tephra distribution following the eruption of 17-18.9.96. (305x395 GIF 68K)
Figure 5. Schematic representation of the eruptive mechanism. (Reduced - 770x830 GIF 19K 2270x2450 GIF 84K)
Montserrat Volcano Observatory