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Microseismic Monitoring at the
Aquistore CCS Site
Anna	
  L.	
  Stork1,	
  J.-­‐Michael	
  Kendall1,	
  Don	
  White2	
  and	
  
James	
  P.	
  Verdon1	
  	
  
	
  
21	
  April	
  2015	
  
UKCCSRC	
  Biannual	
  MeeGng,	
  Cranfield	
  
1. School of Earth Sciences, University of Bristol
2. Geological Survey Canada
1.  What is a microseismic event?
•  Small earthquake, usually
magnitude < 0.
2.  What is passive seismic/
microseismic monitoring?
•  Groups or array of geophones/
seismometers deployed to
record any seismic events.
UKCCSRC Biannual Meeting, Cranfield
21 April 2015
2
21 April 2015
changes in the applied stress both in and around the reservoir.
Small amounts of deformation are common in many settings, and
will not pose a risk to storage security. However, if deformation
becomes more substantial, it can affect storage operations in
a number of ways, illustrated schematically in Fig. 1. The prin-
cipal risks posed by geomechanical deformation to secure storage
are summarized below.
Reservoir Inflation and Alteration of Flow Properties. Pore pressure
increase and inflation can influence the flow properties of
a storage reservoir. Laboratory experiments show that perme-
ability is sensitive to pressure (15). Furthermore, pore pressure
increases may open existing fracture networks in the reservoir, or
create new ones, along which CO2 can flow more rapidly. Per-
meability increases within the reservoir will not pose a direct
leakage risk. Nevertheless, if permeability is increased during
injection, this will reduce the accuracy of fluid flow simulations
used to predict the resulting CO2 distribution. The result may be
that CO2 reaches spill-points or breaks through at other wells
faster than anticipated, reducing the amount of CO2 that can be
stored. For example, Bissell et al. (16) have shown that injectivity
at In Salah is pressure dependent, implying that CO2 flow is
controlled at least in part by the opening and closing of fractures
in the reservoir.
Fracturing of Sealing Caprocks. Deformation in a reservoir is
generally transferred into the surrounding rocks. This can lead
to the creation or reactivation of fracture networks around and
above a reservoir. Fractures running through an otherwise
impermeable caprock could compromise the storage integrity,
providing permeable pathways for CO2 to escape from the
reservoir. This is probably the greatest risk to storage security
posed by geomechanical deformation. Leakage of gas through
fractured caprock has been observed above hydrocarbon res-
ervoirs (17, 18) and at natural gas storage sites (19).
Triggering of Seismicity. Beginning with the earthquakes triggered
by waste fluid injection at the Rocky Mountain Arsenal (20), it
has been recognized that subsurface fluid injection is capable of
triggering felt (of sufficient magnitude to be felt by nearby
populations, so typically ML > 2) seismic events on preexisting
tectonic faults (21). Recently, examples of tectonic activity trig-
gered by disposal of waste water from hydraulic fracturing have
been noted. Of course, it should be kept in mind that, of thou-
sands of fluid injection wells, only a handful have experienced
such seismic events (22). Even if felt seismicity is induced during
CO2 injection, it is unlikely that events would be of sufficient
integrity posed by mechanical effects in the wellbore is an issue
that must be considered at future storage sites.
Monitoring Geomechanical Deformation
Fig. 1 also illustrates the variety of methods that can be used to
monitor geomechanical deformation in the field. Although the
importance of geomechanical deformation in oil production is
becoming increasingly appreciated, monitoring it in the field
remains something of a niche activity. Nevertheless, a number of
SATELLITE GEODESY
SEISMIC MONITORING
MICROSEISMIC
MONITORING
BOREHOLE
TILTMETERS
BEDDING PARALLEL SLIP
SURFACE UPLIFT
WELLBORE
FAILURE
FAULT
REACTIVATION
SEAL
FRACTURING
INFLATION OF
RESERVOIR
Fig. 1. Schematic illustration showing how geomechanical deformation can
influence CO2 storage sites (red text), and potential monitoring options
(blue text). Adapted from Herwanger and Horne (34).
2 of 10 | www.pnas.org/cgi/doi/10.1073/pnas.1302156110 Verdon et al.
Verdon et al., PNAS, 2013
Why deploy passive seismic monitoring at
CCS sites?
•  Track	
  fluid	
  movement	
  
•  Map	
  faults/fractures	
  
•  Real-­‐Gme	
  analysis	
  
•  Verify	
  geomechanical	
  models	
  
•  Do	
  models	
  predict	
  seismicity?	
  
•  Observed	
  seismicity	
  feedbacks	
  new	
  informaGon	
  into	
  models	
  
UKCCSRC Biannual Meeting, Cranfield
21 April 2015
3
21 April 2015
•  Weyburn,	
  Saskatchewan,	
  Canada	
  
•  CCS-­‐EOR	
  	
  
•  ~100	
  events	
  
•  InSalah,	
  Algeria	
  
•  Gas	
  field	
  
•  ~9000	
  events	
  in	
  2	
  years	
  
	
  
•  Seismicity	
  in	
  lower	
  caprock	
  
•  Neither	
  thought	
  indicaGve	
  of	
  CO2	
  leakage	
  
•  At	
  Aquistore,	
  what	
  will	
  the	
  response	
  be?	
  
•  InjecGon	
  into	
  deep	
  saline	
  aquifer,	
  above	
  Precambrian	
  basement	
  in	
  non-­‐
producing	
  area	
  
4
21 April 2015
jection-induced seismicity theory suggests that seismicity should
be induced at the injection points, where elevated pore pressures
lead to reduced effective normal stresses. The events above the
reservoir may also be of concern if they indicate fracturing and
hydraulic communication into the overburden.
Conversely, the events that occurred after shut-in of the in-
jection well were found to cluster around the injection point (red
through horizontal wells. They assessed the likelihood of mi-
croseismicity by considering the development of both shear and
normal stresses via a fracture potential term (49), finding that,
although normal stresses are reduced at the injection point, so
are the shear stresses. This means that the potential for seismicity
is not increased by injection. Indeed, the shear stress reduction
slightly exceeded the effect of normal stress reduction, causing
Northing(m)
500
250
0
-250
5002500-250
Easting (m)
5002500-250
Easting (m)
Depth(m)
500
1200
1300
1400
1500
A B
Fig. 5. Locations of microseismic events recorded at Weyburn between 2003 and 2010, in map view (A) and projected onto an E–W cross-section (B). In A, the
locations of the injection wells (stars), monitoring well (gray triangle), and horizontal producing wells (black lines) are marked. In B, the geophones (gray
triangles), injection wells (purple lines), and production wells (black lines) are marked. The reservoir interval can be identified from the depth of the lateral
wells. Events are colored by occurrence time: before CO2 injection (yellow), during the initial injection stages (dark blue), during a period of elevated injection,
Summer 2004 (green), during the second phase of monitoring, 2005–2006 (light blue), and after injection well shut-in September 2010 (red). The location of
the microseismic monitoring area with respect to the oilfield is shown by the dashed square in Fig. 3A.
Verdon et al. PNAS Early Edition | 5 of 10
UKCCSRC Biannual Meeting, Cranfield
21 April 2015
Previous CCS passive seismic analysis
Weyburn
Verdon et al., PNAS, 2013
In Salah
Stork et al., IJGGC, 2015
Monitoring Program
•  Regional	
  3D	
  seismic	
  survey	
  
•  Permanent	
  seismic	
  array	
  
•  Electrical	
  /	
  electromagneGc	
  
•  Gravity	
  
•  Passive	
  seismic	
  
•  InSAR	
  
•  GPS	
  
•  Tiltmeters	
  
•  Groundwater	
  &	
  soil	
  monitoring	
  	
  
5
•  Cross-­‐well	
  seismic	
  &	
  VSP	
  
•  Cross-­‐well	
  &	
  surface-­‐to-­‐downhole	
  
electrical	
  monitoring	
  
•  Real-­‐Gme	
  P	
  &	
  T	
  
•  Passive	
  seismic	
  
•  Fluid	
  sampling	
  	
  
•  Tim-­‐lapse	
  logging	
  
•  Distributed	
  acousGc	
  /	
  temperature	
  
sensors	
  (DAS/DTS)	
  
•  Gravity	
  
Surface	
  monitoring 	
   	
  	
  	
  	
  	
  	
  	
  	
  	
  	
  	
  	
  Downhole	
  monitoring	
  	
  
Image: Geomatics Canada
•  Covers	
  2.5km	
  x	
  2.5km	
  
•  Geophones	
  (>10Hz)	
  
•  51	
  verGcal	
  component	
  
•  20m	
  deep	
  
•  Since	
  July	
  2012	
  
•  25	
  3-­‐component	
  	
  
•  6m	
  deep	
  
•  Since	
  Nov	
  2014	
  
•  Surface	
  
•  3	
  broadband	
  (0.1	
  –	
  50Hz)	
  seismometers	
  
•  Since	
  Nov	
  2013	
  
UKCCSRC Biannual Meeting, Cranfield 21 April 2015 6
21 April 2015Microseismic Monitoring
7
21 April 2015
Ben Rostron et al. / Energy Procedia 63 (2014) 2977 – 2984
Figure 4. Schematic of the 01/5-6-2-8W2 injection well. Approximate locations of major geological units are indicated (left) drawn to vertical
depth scale.
One week after completion of the injection well, the drill rig was moved 150m northeast (Figure 1) and over the
period October 1st
to November 9th, 2012 the observation well (41/5-6-2-8W2) was drilled 3400m deep through the
entire Phanerozoic section (schematic on Figure 5). A similar suite of geophysical well logs was collected from the
observation well as was the injection well.
Rostron et al., Energy Procedia, 2014
Injection well
Subsurface model
UKCCSRC Biannual Meeting, Cranfield
21 April 2015
8
Passive Seismic Baseline
Seismic	
  event	
  detecGon	
  
•  STA/LTA	
  coincidence	
  detecGon	
  
•  Local	
  
•  Regional	
  
•  Teleseismic	
  (long	
  distance)	
  
•  Noise	
  
Local detection
21 April 2015
9
21 April 2015
Local	
  seismic	
  event?	
  
UKCCSRC Biannual Meeting, Cranfield
21 April 2015
P S?
tsp = 2s
10
Geophone	
  recording	
  -­‐	
  Local	
  seismic	
  event?	
  -­‐	
  Distance	
  5km	
  W	
  	
  
21 April 2015
x
2.3s
UKCCSRC Biannual Meeting, Cranfield 21 April 2015
11
21 April 2015
UKCCSRC Biannual Meeting, Cranfield 21 April 2015
Local	
  seismic	
  event?	
  Approx	
  17:30	
  –	
  18:30	
  most	
  days	
  	
  	
  	
  	
  	
  	
  	
  	
  	
  	
  	
  most	
  likely	
  
	
   	
   	
   	
   	
   	
   	
  	
  	
  	
  	
  	
  	
  	
  mining	
  related	
  
Regional	
  event	
  
	
  
12
21 April 2015
UKCCSRC Biannual Meeting, Cranfield
21 April 2015
MOREL-.,•-L'HuISSIERET AL.' REFRACTIONSURVEYIN CENTRALCANADA 6417
N LINE A s •)
0 100 200 km -r
:.......•1...L_.!....I.....,.._.••
'•20{:ii:'!.".... ....................
N LINED t• k, S0 100 O0 rn
0 i i I I iT i I i I I
20-
40
6O
NW LINE F SE
O 1OO 200 krn
N LINE C •) s
0 100 T200 krn
0 L.. •' ,J.L.._• •_ ....-L%! • t i'• I t I ,
ß..•..,•..•-.•...'%.'P....ff....'...*if....•,..7..•7..-'........:-.............?.....,.........-...-.-.-.'.-...;.:,-.'.'.'.:: •.............
••:•::•::::::::•:::.:.:.:.:.:••.•.•.:.:.:.•.:.••:.:.•.:.:.•.7..:.:•:•:.::::••:•:::::::::::•••::•:::::::::::::::::•::•••::•:.:.:.•.:.:.:.•.:.•.:.•.:.:.:.•.:.:.•.:.••••
NLINEE ,o• s0 100km 20
I I I I0 t I I iT I I i i
20'
40
60
sw LINE G NE
0 100 200 km
:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::..•:::::::::::•:::7:::::.:::::.":::::::..:.:.:.:.:.:.:: .:::.:.:•:.::.:.:.:.:.:...=.:.:.:.:.:•.:.:.:.:.:...•.:.:.:•:.:.:.:•:.:•:.:.:•:.:.:.:.:.:.:.:;.:.:.:.:.:.:.!.:..:..
'.:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::.x::::::::::::::::::.:::.:.:.:.:-:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:::::::::::::::.':
r",40 40
601 60
WE-WLINE1o,o• • Fw,•0 ..... T•,F,. , T ,.4?Okra,gQi , , •
o •.::•::...•:*:.:::•::.:•::•:•:•:;•`:*:•:`.•:*:.:•:•::•`:*:•:::.:•..•..•..•..•................r..................71........................................................................................................I...................................................i•
t.....:.:.:.:.:.............:::.........:.......::::::::::::::::::::::::::::::......:.:.:.:.:...........ii•......:':':...........:':':.............:':.........:':::......:::::::::::::::::::::::::::::::::..............:.............t.......:.............:..........:.::::::::::::.......
E 20
r-,,40
60
]2.1-5.8km/s
I 5.5km/s
•tlJ_[•6.4-6.8km/,
• 7.0-7.2km/s
IITFi ,8.0km/s
Fig. 11. Summary figure of the seismicmodeling.Intersectionswith other lines are indicatedby an arrow with the
appropriateline letter circled.Symbolsother than for velocitiesare the sameasfor Figure 10.
zoic times.The strikingsimilaritiesof the velocity-depthpro-
files from the Wyoming and Superior cratons is consistent
with the proposalthat the two cratonsonceformeda continu-
ousArchcancontinentalmassthat wasdisruptedby theopen-
ing and closing of an interveningoceanic basin [Stauffer,
1984]; the remnantsof the closingeventbeingrepresentedby
theTrans-Hudsonorogen[Greenetal., 1985a,b].
SouthwardExtensionof the SuperiorCraton Margin
An important exception to the uniformity emphasized
above is the high-velocity(6.4 km/s) lid within the southern
extensionof the Superiorcratonmargin(Thompsonbelt).The
northerntip of the lid occursnear a southwardchangein the
character of the magnetic and gravity fields [Green et al.,
1985a,1986b]and is probablyrelatedto granulitefaciesbase-
ment rocks in this region [Peterman and Hedge, 1964; Peter-
beneath the lid. According to Jonesand Savage[1986] the
anomalous conducting structure is subvertical, and recent
two-dimensionalmodelingby A. G. Jones(personalcommuni-
cation, 1986) indicatesthat the structure may be lessthan 5
km wide with its top surfacesome400 m below the baseof the
Phanerozoicsediments,placingit immediatelybelow the high-
velocitylid. A multichannelseismicreflectionsurvey[Greenet
al., 1985a-Ihas revealeda zone of prominent reflectionsdip-
ping to the west at 300-40ø(R in Figure 10) in the vicinity of
the Thompson fault (TF in Figure 10). The reflectorslie well
below the high-velocitylid, but they parallel the minor veloci-
ty discontinuitybetweenthe Superior craton margin and the
Trans-Hudson orogen, which was delineated independently
from the seismicrefractiondata (notethe verticalexaggeration
of Figure 10).
Green et al. ['1985a, b, 1986b] have interpreted the various
Regional seismic refraction study Regional velocity model
to find tsp times as
function of distance
Morel-à-l’Huissier et al., JGR, 1987
13
21 April 2015
13
April 20, 2015Array analysis
Use	
  geophones	
  /	
  seismometers	
  as	
  a	
  group.	
  
Example:	
  Broadband	
  seismometer	
  detecGon	
  of	
  
teleseismic	
  event,	
  M=6.5	
  in	
  Barbados	
  
Azimuth
1/v=0.20
Time
Power1/velocity
Particlemotion
angle
14
21 April 2015
PerforaGon	
  shots	
  
•  13	
  perforaGon	
  shots	
  
•  Only	
  3	
  shots	
  with	
  10	
  or	
  more	
  recordings	
  
•  Sept	
  2012	
  
•  3173m	
  –	
  3366m	
  
•  Mw=	
  0.6	
  
UKCCSRC Biannual Meeting, Cranfield
21 April 2015
•  Ambient	
  Noise	
  Tomography	
  /	
  
Seismic	
  Interferometry	
  
•  Cross-­‐correlaGon	
  of	
  noise	
  
•  No	
  microseismic	
  events	
  
required!	
  
•  2	
  years	
  background	
  data	
  	
  	
  	
  	
  	
  	
  	
  	
  	
  	
  	
  	
  	
  	
  
•  Up	
  to	
  50	
  instruments	
  
	
  
15
21 April 2015
Work in progress…
Body wave and higher modes
Although the theory (equation 1) suggests that the entire Green’s
function can be derived from the noise crosscorrelation for a
diffuse noise field, in reality, the noise sources are distributed gen-
erally near the surface and hence body wave phases are not easily
observed. However, extracting body waves from ambient noise
200-m distance bin (Figure 13). Because body waves/higher modes
are more sensitive to deeper structure compared with fundamental
Rayleigh waves, they tend to stack more coherently due to a
smaller velocity variation. Clear body waves/higher models can
be observed for low and high frequencies. Between 2 and 4 Hz,
a clear P-wave signal emerges with an ~2-km/s apparent velocity.
–15 –10 –5 0 5 10 15
0.0
0.5
33.84˚33.82˚33.80˚33.78˚33.76˚
0.0
0.5
0.0
0.5
0.0
0.5
33.84˚33.82˚33.80˚33.78˚33.76˚
0.0
0.5
0.0
0.5
33.84˚33.82˚33.80˚33.78˚33.76˚
Latitude (°)
VS perturbation (%)
A´ A
B´ B
C´ C
Depth(km)
Figure 11. The three cross sections (Figure 9a) of
the inverted 3D shear velocity model. Here, the
average 1D model shown in Figure 10a is used
as the reference and only the relative perturbation
at each depth is plotted. The contours are separated
by 5% VS velocity perturbation.
0
0.2
0.4
0.6
0.8
0.3 0.5 0.7 0.9 1.1
Avg. VS (km/s)
Depth(km)
2 Hz
1 Hz
0.67 Hz
0
0.2
0.4
0.6
0.8
Normalized sensitivity
Depth(km)
0 0.120.06 0.14
a) b) Figure 10. (a) Average 1D shear velocity model.
(b) Depth sensitivity kernels for 0.67-, 1-, and 2-
Hz Rayleigh waves calculated based on the 1D
model shown in (a).
Lin et al., Geophysics, 2013
UKCCSRC Biannual Meeting, Cranfield
21 April 2015
*
•  ConsideraGons:	
  
•  Suitable	
  available	
  frequencies	
  
•  DirecGonality	
  in	
  noise	
  	
  
•  Especially	
  nearby	
  power	
  staGon	
  
•  Roads	
  Lin et al., Geophysics, 2013
•  RouGne	
  event	
  detecGon,	
  locaGon	
  &	
  magnitudes	
  
•  Beamforming	
  &	
  surface	
  array	
  methods	
  
•  Event	
  detecGon	
  
•  Event	
  locaGon	
  
•  Noise	
  idenGficaGon	
  &/	
  removal	
  
•  Baseline	
  shows	
  seismically	
  quiet	
  area	
  
•  What	
  will	
  we	
  observe?	
  …	
  
•  Visit	
  Geological	
  Survey	
  Canada	
  –	
  UKCCSRC	
  funded	
  
	
  
16
21 April 2015
To do… & Conclusions
UKCCSRC Biannual Meeting, Cranfield
21 April 2015
BRISTOL UNIVERSITY MICROSEISMICITY PROJECTS
BUMPS
UKCCSRC Biannual Meeting, Cranfield
21 April 2015
We thank PTRC for providing the data and
permission to present this work.

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Anna Stork (University of Bristol) - Microseismic Monitoring at the Aquistore CCS Site - UKCCSRC Cranfield Biannual 21-22 April 2015

  • 1. Microseismic Monitoring at the Aquistore CCS Site Anna  L.  Stork1,  J.-­‐Michael  Kendall1,  Don  White2  and   James  P.  Verdon1       21  April  2015   UKCCSRC  Biannual  MeeGng,  Cranfield   1. School of Earth Sciences, University of Bristol 2. Geological Survey Canada
  • 2. 1.  What is a microseismic event? •  Small earthquake, usually magnitude < 0. 2.  What is passive seismic/ microseismic monitoring? •  Groups or array of geophones/ seismometers deployed to record any seismic events. UKCCSRC Biannual Meeting, Cranfield 21 April 2015 2 21 April 2015 changes in the applied stress both in and around the reservoir. Small amounts of deformation are common in many settings, and will not pose a risk to storage security. However, if deformation becomes more substantial, it can affect storage operations in a number of ways, illustrated schematically in Fig. 1. The prin- cipal risks posed by geomechanical deformation to secure storage are summarized below. Reservoir Inflation and Alteration of Flow Properties. Pore pressure increase and inflation can influence the flow properties of a storage reservoir. Laboratory experiments show that perme- ability is sensitive to pressure (15). Furthermore, pore pressure increases may open existing fracture networks in the reservoir, or create new ones, along which CO2 can flow more rapidly. Per- meability increases within the reservoir will not pose a direct leakage risk. Nevertheless, if permeability is increased during injection, this will reduce the accuracy of fluid flow simulations used to predict the resulting CO2 distribution. The result may be that CO2 reaches spill-points or breaks through at other wells faster than anticipated, reducing the amount of CO2 that can be stored. For example, Bissell et al. (16) have shown that injectivity at In Salah is pressure dependent, implying that CO2 flow is controlled at least in part by the opening and closing of fractures in the reservoir. Fracturing of Sealing Caprocks. Deformation in a reservoir is generally transferred into the surrounding rocks. This can lead to the creation or reactivation of fracture networks around and above a reservoir. Fractures running through an otherwise impermeable caprock could compromise the storage integrity, providing permeable pathways for CO2 to escape from the reservoir. This is probably the greatest risk to storage security posed by geomechanical deformation. Leakage of gas through fractured caprock has been observed above hydrocarbon res- ervoirs (17, 18) and at natural gas storage sites (19). Triggering of Seismicity. Beginning with the earthquakes triggered by waste fluid injection at the Rocky Mountain Arsenal (20), it has been recognized that subsurface fluid injection is capable of triggering felt (of sufficient magnitude to be felt by nearby populations, so typically ML > 2) seismic events on preexisting tectonic faults (21). Recently, examples of tectonic activity trig- gered by disposal of waste water from hydraulic fracturing have been noted. Of course, it should be kept in mind that, of thou- sands of fluid injection wells, only a handful have experienced such seismic events (22). Even if felt seismicity is induced during CO2 injection, it is unlikely that events would be of sufficient integrity posed by mechanical effects in the wellbore is an issue that must be considered at future storage sites. Monitoring Geomechanical Deformation Fig. 1 also illustrates the variety of methods that can be used to monitor geomechanical deformation in the field. Although the importance of geomechanical deformation in oil production is becoming increasingly appreciated, monitoring it in the field remains something of a niche activity. Nevertheless, a number of SATELLITE GEODESY SEISMIC MONITORING MICROSEISMIC MONITORING BOREHOLE TILTMETERS BEDDING PARALLEL SLIP SURFACE UPLIFT WELLBORE FAILURE FAULT REACTIVATION SEAL FRACTURING INFLATION OF RESERVOIR Fig. 1. Schematic illustration showing how geomechanical deformation can influence CO2 storage sites (red text), and potential monitoring options (blue text). Adapted from Herwanger and Horne (34). 2 of 10 | www.pnas.org/cgi/doi/10.1073/pnas.1302156110 Verdon et al. Verdon et al., PNAS, 2013
  • 3. Why deploy passive seismic monitoring at CCS sites? •  Track  fluid  movement   •  Map  faults/fractures   •  Real-­‐Gme  analysis   •  Verify  geomechanical  models   •  Do  models  predict  seismicity?   •  Observed  seismicity  feedbacks  new  informaGon  into  models   UKCCSRC Biannual Meeting, Cranfield 21 April 2015 3 21 April 2015
  • 4. •  Weyburn,  Saskatchewan,  Canada   •  CCS-­‐EOR     •  ~100  events   •  InSalah,  Algeria   •  Gas  field   •  ~9000  events  in  2  years     •  Seismicity  in  lower  caprock   •  Neither  thought  indicaGve  of  CO2  leakage   •  At  Aquistore,  what  will  the  response  be?   •  InjecGon  into  deep  saline  aquifer,  above  Precambrian  basement  in  non-­‐ producing  area   4 21 April 2015 jection-induced seismicity theory suggests that seismicity should be induced at the injection points, where elevated pore pressures lead to reduced effective normal stresses. The events above the reservoir may also be of concern if they indicate fracturing and hydraulic communication into the overburden. Conversely, the events that occurred after shut-in of the in- jection well were found to cluster around the injection point (red through horizontal wells. They assessed the likelihood of mi- croseismicity by considering the development of both shear and normal stresses via a fracture potential term (49), finding that, although normal stresses are reduced at the injection point, so are the shear stresses. This means that the potential for seismicity is not increased by injection. Indeed, the shear stress reduction slightly exceeded the effect of normal stress reduction, causing Northing(m) 500 250 0 -250 5002500-250 Easting (m) 5002500-250 Easting (m) Depth(m) 500 1200 1300 1400 1500 A B Fig. 5. Locations of microseismic events recorded at Weyburn between 2003 and 2010, in map view (A) and projected onto an E–W cross-section (B). In A, the locations of the injection wells (stars), monitoring well (gray triangle), and horizontal producing wells (black lines) are marked. In B, the geophones (gray triangles), injection wells (purple lines), and production wells (black lines) are marked. The reservoir interval can be identified from the depth of the lateral wells. Events are colored by occurrence time: before CO2 injection (yellow), during the initial injection stages (dark blue), during a period of elevated injection, Summer 2004 (green), during the second phase of monitoring, 2005–2006 (light blue), and after injection well shut-in September 2010 (red). The location of the microseismic monitoring area with respect to the oilfield is shown by the dashed square in Fig. 3A. Verdon et al. PNAS Early Edition | 5 of 10 UKCCSRC Biannual Meeting, Cranfield 21 April 2015 Previous CCS passive seismic analysis Weyburn Verdon et al., PNAS, 2013 In Salah Stork et al., IJGGC, 2015
  • 5. Monitoring Program •  Regional  3D  seismic  survey   •  Permanent  seismic  array   •  Electrical  /  electromagneGc   •  Gravity   •  Passive  seismic   •  InSAR   •  GPS   •  Tiltmeters   •  Groundwater  &  soil  monitoring     5 •  Cross-­‐well  seismic  &  VSP   •  Cross-­‐well  &  surface-­‐to-­‐downhole   electrical  monitoring   •  Real-­‐Gme  P  &  T   •  Passive  seismic   •  Fluid  sampling     •  Tim-­‐lapse  logging   •  Distributed  acousGc  /  temperature   sensors  (DAS/DTS)   •  Gravity   Surface  monitoring                          Downhole  monitoring     Image: Geomatics Canada
  • 6. •  Covers  2.5km  x  2.5km   •  Geophones  (>10Hz)   •  51  verGcal  component   •  20m  deep   •  Since  July  2012   •  25  3-­‐component     •  6m  deep   •  Since  Nov  2014   •  Surface   •  3  broadband  (0.1  –  50Hz)  seismometers   •  Since  Nov  2013   UKCCSRC Biannual Meeting, Cranfield 21 April 2015 6 21 April 2015Microseismic Monitoring
  • 7. 7 21 April 2015 Ben Rostron et al. / Energy Procedia 63 (2014) 2977 – 2984 Figure 4. Schematic of the 01/5-6-2-8W2 injection well. Approximate locations of major geological units are indicated (left) drawn to vertical depth scale. One week after completion of the injection well, the drill rig was moved 150m northeast (Figure 1) and over the period October 1st to November 9th, 2012 the observation well (41/5-6-2-8W2) was drilled 3400m deep through the entire Phanerozoic section (schematic on Figure 5). A similar suite of geophysical well logs was collected from the observation well as was the injection well. Rostron et al., Energy Procedia, 2014 Injection well Subsurface model UKCCSRC Biannual Meeting, Cranfield 21 April 2015
  • 8. 8 Passive Seismic Baseline Seismic  event  detecGon   •  STA/LTA  coincidence  detecGon   •  Local   •  Regional   •  Teleseismic  (long  distance)   •  Noise   Local detection 21 April 2015
  • 9. 9 21 April 2015 Local  seismic  event?   UKCCSRC Biannual Meeting, Cranfield 21 April 2015 P S? tsp = 2s
  • 10. 10 Geophone  recording  -­‐  Local  seismic  event?  -­‐  Distance  5km  W     21 April 2015 x 2.3s UKCCSRC Biannual Meeting, Cranfield 21 April 2015
  • 11. 11 21 April 2015 UKCCSRC Biannual Meeting, Cranfield 21 April 2015 Local  seismic  event?  Approx  17:30  –  18:30  most  days                        most  likely                              mining  related  
  • 12. Regional  event     12 21 April 2015 UKCCSRC Biannual Meeting, Cranfield 21 April 2015 MOREL-.,•-L'HuISSIERET AL.' REFRACTIONSURVEYIN CENTRALCANADA 6417 N LINE A s •) 0 100 200 km -r :.......•1...L_.!....I.....,.._.•• '•20{:ii:'!.".... .................... N LINED t• k, S0 100 O0 rn 0 i i I I iT i I i I I 20- 40 6O NW LINE F SE O 1OO 200 krn N LINE C •) s 0 100 T200 krn 0 L.. •' ,J.L.._• •_ ....-L%! • t i'• I t I , ß..•..,•..•-.•...'%.'P....ff....'...*if....•,..7..•7..-'........:-.............?.....,.........-...-.-.-.'.-...;.:,-.'.'.'.:: •............. ••:•::•::::::::•:::.:.:.:.:.:••.•.•.:.:.:.•.:.••:.:.•.:.:.•.7..:.:•:•:.::::••:•:::::::::::•••::•:::::::::::::::::•::•••::•:.:.:.•.:.:.:.•.:.•.:.•.:.:.:.•.:.:.•.:.•••• NLINEE ,o• s0 100km 20 I I I I0 t I I iT I I i i 20' 40 60 sw LINE G NE 0 100 200 km :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::..•:::::::::::•:::7:::::.:::::.":::::::..:.:.:.:.:.:.:: .:::.:.:•:.::.:.:.:.:.:...=.:.:.:.:.:•.:.:.:.:.:...•.:.:.:•:.:.:.:•:.:•:.:.:•:.:.:.:.:.:.:.:;.:.:.:.:.:.:.!.:..:.. '.:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::.x::::::::::::::::::.:::.:.:.:.:-:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:::::::::::::::.': r",40 40 601 60 WE-WLINE1o,o• • Fw,•0 ..... T•,F,. , T ,.4?Okra,gQi , , • o •.::•::...•:*:.:::•::.:•::•:•:•:;•`:*:•:`.•:*:.:•:•::•`:*:•:::.:•..•..•..•..•................r..................71........................................................................................................I...................................................i• t.....:.:.:.:.:.............:::.........:.......::::::::::::::::::::::::::::::......:.:.:.:.:...........ii•......:':':...........:':':.............:':.........:':::......:::::::::::::::::::::::::::::::::..............:.............t.......:.............:..........:.::::::::::::....... E 20 r-,,40 60 ]2.1-5.8km/s I 5.5km/s •tlJ_[•6.4-6.8km/, • 7.0-7.2km/s IITFi ,8.0km/s Fig. 11. Summary figure of the seismicmodeling.Intersectionswith other lines are indicatedby an arrow with the appropriateline letter circled.Symbolsother than for velocitiesare the sameasfor Figure 10. zoic times.The strikingsimilaritiesof the velocity-depthpro- files from the Wyoming and Superior cratons is consistent with the proposalthat the two cratonsonceformeda continu- ousArchcancontinentalmassthat wasdisruptedby theopen- ing and closing of an interveningoceanic basin [Stauffer, 1984]; the remnantsof the closingeventbeingrepresentedby theTrans-Hudsonorogen[Greenetal., 1985a,b]. SouthwardExtensionof the SuperiorCraton Margin An important exception to the uniformity emphasized above is the high-velocity(6.4 km/s) lid within the southern extensionof the Superiorcratonmargin(Thompsonbelt).The northerntip of the lid occursnear a southwardchangein the character of the magnetic and gravity fields [Green et al., 1985a,1986b]and is probablyrelatedto granulitefaciesbase- ment rocks in this region [Peterman and Hedge, 1964; Peter- beneath the lid. According to Jonesand Savage[1986] the anomalous conducting structure is subvertical, and recent two-dimensionalmodelingby A. G. Jones(personalcommuni- cation, 1986) indicatesthat the structure may be lessthan 5 km wide with its top surfacesome400 m below the baseof the Phanerozoicsediments,placingit immediatelybelow the high- velocitylid. A multichannelseismicreflectionsurvey[Greenet al., 1985a-Ihas revealeda zone of prominent reflectionsdip- ping to the west at 300-40ø(R in Figure 10) in the vicinity of the Thompson fault (TF in Figure 10). The reflectorslie well below the high-velocitylid, but they parallel the minor veloci- ty discontinuitybetweenthe Superior craton margin and the Trans-Hudson orogen, which was delineated independently from the seismicrefractiondata (notethe verticalexaggeration of Figure 10). Green et al. ['1985a, b, 1986b] have interpreted the various Regional seismic refraction study Regional velocity model to find tsp times as function of distance Morel-à-l’Huissier et al., JGR, 1987
  • 13. 13 21 April 2015 13 April 20, 2015Array analysis Use  geophones  /  seismometers  as  a  group.   Example:  Broadband  seismometer  detecGon  of   teleseismic  event,  M=6.5  in  Barbados   Azimuth 1/v=0.20 Time Power1/velocity Particlemotion angle
  • 14. 14 21 April 2015 PerforaGon  shots   •  13  perforaGon  shots   •  Only  3  shots  with  10  or  more  recordings   •  Sept  2012   •  3173m  –  3366m   •  Mw=  0.6   UKCCSRC Biannual Meeting, Cranfield 21 April 2015
  • 15. •  Ambient  Noise  Tomography  /   Seismic  Interferometry   •  Cross-­‐correlaGon  of  noise   •  No  microseismic  events   required!   •  2  years  background  data                               •  Up  to  50  instruments     15 21 April 2015 Work in progress… Body wave and higher modes Although the theory (equation 1) suggests that the entire Green’s function can be derived from the noise crosscorrelation for a diffuse noise field, in reality, the noise sources are distributed gen- erally near the surface and hence body wave phases are not easily observed. However, extracting body waves from ambient noise 200-m distance bin (Figure 13). Because body waves/higher modes are more sensitive to deeper structure compared with fundamental Rayleigh waves, they tend to stack more coherently due to a smaller velocity variation. Clear body waves/higher models can be observed for low and high frequencies. Between 2 and 4 Hz, a clear P-wave signal emerges with an ~2-km/s apparent velocity. –15 –10 –5 0 5 10 15 0.0 0.5 33.84˚33.82˚33.80˚33.78˚33.76˚ 0.0 0.5 0.0 0.5 0.0 0.5 33.84˚33.82˚33.80˚33.78˚33.76˚ 0.0 0.5 0.0 0.5 33.84˚33.82˚33.80˚33.78˚33.76˚ Latitude (°) VS perturbation (%) A´ A B´ B C´ C Depth(km) Figure 11. The three cross sections (Figure 9a) of the inverted 3D shear velocity model. Here, the average 1D model shown in Figure 10a is used as the reference and only the relative perturbation at each depth is plotted. The contours are separated by 5% VS velocity perturbation. 0 0.2 0.4 0.6 0.8 0.3 0.5 0.7 0.9 1.1 Avg. VS (km/s) Depth(km) 2 Hz 1 Hz 0.67 Hz 0 0.2 0.4 0.6 0.8 Normalized sensitivity Depth(km) 0 0.120.06 0.14 a) b) Figure 10. (a) Average 1D shear velocity model. (b) Depth sensitivity kernels for 0.67-, 1-, and 2- Hz Rayleigh waves calculated based on the 1D model shown in (a). Lin et al., Geophysics, 2013 UKCCSRC Biannual Meeting, Cranfield 21 April 2015 * •  ConsideraGons:   •  Suitable  available  frequencies   •  DirecGonality  in  noise     •  Especially  nearby  power  staGon   •  Roads  Lin et al., Geophysics, 2013
  • 16. •  RouGne  event  detecGon,  locaGon  &  magnitudes   •  Beamforming  &  surface  array  methods   •  Event  detecGon   •  Event  locaGon   •  Noise  idenGficaGon  &/  removal   •  Baseline  shows  seismically  quiet  area   •  What  will  we  observe?  …   •  Visit  Geological  Survey  Canada  –  UKCCSRC  funded     16 21 April 2015 To do… & Conclusions UKCCSRC Biannual Meeting, Cranfield 21 April 2015
  • 17. BRISTOL UNIVERSITY MICROSEISMICITY PROJECTS BUMPS UKCCSRC Biannual Meeting, Cranfield 21 April 2015 We thank PTRC for providing the data and permission to present this work.