Spatial Variations in Microseismic Focal Mechanisms, Yibal Field, Oman A. AL-Anboori 1, M. Kendall 2, D. Raymer 3, R. Jones 3 and Q. Fisher 1 1 University.

Slides:



Advertisements
Similar presentations
Ekofisk Revisited G. A. Jones 1, D. G. Raymer 2, K. Chambers1 and J-M. Kendall 1 1. University of Bristol; 2. Schlumberger Cambridge Research Reservoir.
Advertisements

EARTHQUAKE FOCAL MECHANISMS (FAULT PLANE SOLUTIONS)
An estimate of post-seismic gravity change caused by the 1960 Chile earthquake and comparison with GRACE gravity fields Y. Tanaka 1, 2, V. Klemann 2, K.
Stress and Deformation: Part I (D&R, ; ) The goal for today is to explore the stress conditions under which rocks fail (e.g., fracture),
Anderson’s theory of faulting
3-D Fault Visualization with Fracture Swarms
Data GPS velocities Uplift rates Tilt rates Slip vectors Transform azimuths Spreading rates Fault slip rates Strain rates Parameters Block rotations.
Toward the next generation of earthquake source models by accounting for model prediction error Acknowledgements: Piyush Agram, Mark Simons, Sarah Minson,
Role of Fractures in Michigan Oil and Gas Reservoirs Dr. William B. Harrison, III Department of Geosciences Western Michigan University.
用近震波形分析2013 年6 月2 日南投地震的震源過程 謝銘哲1, 趙里2, 馬國鳳1 1國立中央大學地球物理研究所
Tidal triggering of earthquakes: Response to fault compliance? Elizabeth S. Cochran IGPP, Scripps.
Deformation along the north African plate boundary observed by InSAR Ian Hamling 1,2 Abdelkrim Aoudia 2 1.GNS Science, Avalon, New Zealand 2.ICTP, Trieste,
Lecture-11 1 Lecture #11- Faults and Faulting. Lecture-11 2 Faults Bound the Major Plates.
Geol 600 Notable Historical Earthquakes Finite fault rupture propagation rohan.sdsu.edu/~kbolsen/geol600_nhe_source_inversion.ppt.
Announcements This week's lab: 1-3 PM with Andrew McCarthy. Please come prepared with specific questions. There will be no lecture this Wednesday! Please.
Geol 600 Notable Historical Earthquakes Source mechanisms and body wave radiation patterns
Recall the momentum equation:  ∂ 2 u i /∂t 2 = ∂ j  ij +f i, where f i is the body force term An earthquake source is usually considered slip on a surface.
UNIVERSITY OF ATHENS Faculty of Geology and Geoenvironment Department of Geophysics and Geothermics A. Agalos (1), P. Papadimitriou (1), K. Makropoulos.
The Mechanics of the crust
Focal Mechanism Solutions
Earthquake Focal Mechanisms
Earthquakes Susan Bilek Associate Professor of Geophysics New Mexico Tech How to figure out the who, what, where, why… (or the location, size, type)
QUIZ 1.What are Earthquakes? 2._____ is the deformation of a material caused by stress. 3.Describe tension stress. 4.Faulting causes rock to _________.
Full-waveform approach for complete moment tensor inversion using downhole microseismic data during hydraulic fracturing Fuxian Song, M. Nafi Toksöz Earth.
- D TR ADPE / A © FORCE shale seminar 18 &19 Sept Stavanger Stress determination and pore pressure measurements performed at the Meuse/Haute-Marne.
LECTURE 4: EARTHQUAKE FOCAL MECHANISMS
 Stress: Force per unit area  Strain: Change in length/area/volume to original length/area/volume  Rocks are subjected to great forces- particularly.
MICRO-SEISMICITY AND FOCAL MECHANISMS IN THE MALÉ KARPATY MTS., SLOVAKIA Lucia Fojtíková, Václav Vavryčuk, Andrej Cipciar, Ján Madarás.
Physical interpretation of DC and non-DC components of moment tensors Václav Vavryčuk Institute of Geophysics, Prague.
NE Caribbean and Hispaniola = major plate boundary, 2 cm/yr relative motion Strike-slip + convergence partitioned between 3 major fault systems Apparent.
Fault activation and microseismicity in laboratory experiments Thomas Göbel Danijel Schorlemmer, Sergei Stanchits, Erik Rybacki Georg Dresen, Thorsten.
The role of water on lithospheric strength Chester et al., 1995, A rheologic model for wet crust applied to strike-slip faults Hirth et al., An evaluation.
Present-day tectonic stress determined from focal mechanisms in the seismoactive area Dobrá Voda V. Vavryčuk, L. Fojtíková.
Disputable non-DC components of several strong earthquakes Petra Adamová Jan Šílený.
Borehole Stress Orientation  MIN  MAX Top View Drilling Induced Fracture Borehole Breakout Courtesy of Steve Hansen, Schlumberger.
How Faulting Keeps Crust Strong? J. Townend & M.D. Zoback, 2000 Geology.
LECTURE 6: SEISMIC MOMENT TENSORS
Creep, compaction and the weak rheology of major faults Norman H. Sleep & Michael L. Blanpied Ge 277 – February 19, 2010.
Coulomb Stress Changes and the Triggering of Earthquakes
This is the trace of the strain tensor. In general the trace of the strain tensor gives area change in 2-D and volume change in 3-D The principal axes.
High Resolution Finite Fault Inversions for M>4.8 Earthquakes in the 2012 Brawley Swarm Shengji Wei Acknowledgement Don Helmberger (Caltech) Rob Graves.
Correlating aftershock sequences properties to earthquake physics J. Woessner S.Wiemer, S.Toda.
IRIS Summer Intern Training Course Wednesday, May 31, 2006 Anne Sheehan Lecture 3: Teleseismic Receiver functions Teleseisms Earth response, convolution.
Insun Song 1, Chandong Chang 2, and Hikweon Lee 1 (1) Korea Institute of Geoscience and Mineral Resources (2) Chungnam National University, Korea.
Chapter 3 Force and Stress. In geology, the force and stress have very specific meaning. Force (F): the mass times acceleration (ma) (Newton’s second.
Recognizing Reflected Tremor Phases: Guidance from Synthetic Seismograms Amanda Klaus ESS 522 – Geophysical Data Analysis Final Project June 10, 2010.
The seismogram U = Source * Propagation * Site.
February 13-15, 2006 Hydromechanical modeling of fractured crystalline reservoirs hydraulically stimulated S. Gentier*, X. Rachez**, A. Blaisonneau*,
11. Faulting and Earthquake Focal Mechanisms William Wilcock
Anomalous Vp/Vs ratios in the focal zone of West/Bohemia earthquake swarms T. Fischer1,2, T. Dahm3 (1) Institute of Geophysics, Czech Academy of Sciences.
Focal mechanisms and moment tensors of micro-earthquakes in the Malé Karpaty (Little Carpathians) Mts., Slovakia Lucia Fojtíková 1, Václav Vavryčuk 2,
Earthquake source modelling by second degree moment tensors Petra Adamová Jan Šílený Geophysical Institute, Academy of Sciences, Prague, Czech Republic.
EART 118 Seismotectonics MWF D250 9:30-10:40 am; Th D250 2:00-4:00 pm Prof.: Thorne Lay, C382 E&MS, Office Hours 11:00-12:00 MWF TA: Lingling Ye, Office.
Introduction to Shear Wave Splitting Erin Elliott Guofeng Yuan February 26, 2010.
Ch. 8 Types of Stress that cause Earthquakes
Earthquake Seismology Review
Breakout analysis using Fullbore Formation MicroImager images
Folding and Faulting Chapter 4, Sec. 4.
Stress analysis of Faults by 3D Finite Element Modelling
The Hungtsaiping landslides- from a rock slide to a colluvial slide
Václav Vavryčuk Institute of Geophysics, Prague
12. Faulting and Earthquake Focal Mechanisms William Wilcock
Principal Stress rotates to EW direction
Folding and Faulting Chapter 4, Sec. 4.
by John D. O. Williams, Mark W. Fellgett, and Martyn F. Quinn
The Traction Vector and Stress Tensor
The strength of earthquake-generating faults
Seismology Introduction.
Earthquakes.
Seismology – Summary.
Presentation transcript:

Spatial Variations in Microseismic Focal Mechanisms, Yibal Field, Oman A. AL-Anboori 1, M. Kendall 2, D. Raymer 3, R. Jones 3 and Q. Fisher 1 1 University of Leeds 2 Schlumberger Cambridge Research 3 University of Bristol

1. Introduction 2. Focal mechanisms (FOCMEC) 5. Conclusions 3. Stress inversion (FMSI) 4. Stress magnitudes

1. Introduction

N

shale carbonate

Eastern Co-ordinates /m Northern Co-ordinates /m 1km

P P’ P Station: Orientation available Station: No Orientation info

1.1 Event statistics 22 days of data 1) Over 600 located events. 2) Frequency Hz. 3) Magnitude (M l ) -2 to Aims 1)Determine fault regime using FOCMEC. 2)Estimate directional stress field using FMSI. 3)Compute full stress tensor (magnitudes) from a friction model June,Aug,Sep,Oct02

1.3 Preliminary processing Filtering electric noise Before After

1.3 Preliminary processing Rotation to ray frame Time [s] Amplitude E N Z East North horizontal up Horizontal PlaneVertical Plane Before Time [s] Amplitude Sh Sv P After E N Z Sh P Sv

1.3 Preliminary processing Rotation to ray frame (S-wave example) Time [s] Amplitude E N Z Before Time [s] Amplitude Sh Sv P After

2. FOCMEC

FOCMEC (Snoke, 1984) Uses: - (P,SV,SH) polarities and ratios - ray (azimuth, take off angle ) P Sh Sv + C B L PolarityAmplitude Focal mechanism Assumes: double-couple (pure shear) source Method: Grid search

2.1 Synthetic seismograms Half-space model Non-attenuative -recovered with negligible (0.08) ratio error Attenuative - (Bef Qcorr) recovered with -0.4 ratio error - (Aft Qcorr) recovered with negligible ratio error Model Focal mechanism (Using only 3 wells) Event yb (depth=1360m) Yibal 21-layer model Non-attenuative -recovered with -0.3 ratio error Attenuative - (Bef Qcorr) recovered with ratio error - (Aft Qcorr) recovered with -0.3 ratio error Model Focal mechanism (Using only 3 wells) Compression Dilatation Attenuative - (Bef Qcorr) recovered with ratio error

Synthetic data compression dilatation amplitude ratio Input Recovered (Event 42) Mechanism Attenuative 21-layer Yibal velocity model Recovered (Event 57) M=1 M=2 M=3

Synthetic data compression dilatation amplitude ratio Input Recovered (Event 42) Mechanism Attenuative 21-layer Yibal velocity model Recovered (Event 57) M=1 M=2 M=3

Reliable (43) Bad (32) Real data compression dilatation amplitude ratio

Reliable (43) T B P T P B P: pressure T: tension compression dilatation amplitude ratio

Reliable (43) T B P Uncertainties T P B P: pressure T: tension compression dilatation amplitude ratio

P P’ P

Compaction?

B vertical Strike P vertical Normal T vertical Thrust

3. Stress Inversion

Uses : -focal mechanisms (FOCMEC output ) FMSI (Gephart & Forsyth, 1984) (σ1(σ1 σ2σ2 σ3)σ3) R 01 σ1σ1 σ2σ2 σ3σ3 R Assumes: - pure shear-slip earthquakes that occur on pre-existing faults Directions only Method : - Grid search

Fiqa NatihA Nahr Umr Shuaiba R=0.70 R=0.70 R=0.90 R=0.80 F=0.4° F=3.1 ° F=5.3 ° F=2.8 °

Fiqa R=0.70 R=0.90R=0.80 NatihA Nahr Umr Shuaiba σ1σ1 σ3σ3 σ2σ2

(a)H-Fiqa (b) H-NatihA (c) G-Nahr Umr (d) G-Shuaiba (b)R=0.70 R=0.70 R=0.90 R=0.80 (c)F=0.4 F=3.1 F=5.3 F=2.8

NatihA σ1σ1 σ3σ3 σ2σ2 R=0.70 (Baker Atlas GEOScience, 1999) σ1σ1 Fracture strike NatihA Elsewhere σ1σ1 σ1σ1 cracks (Al-Anboori et al., 2005)

R=0.90 NatihA σ1σ1 σ3σ3 σ2σ2 Nahr Umr σ1σ1 σ3σ3 σ2σ2 R=0.70 (Baker Atlas GEOScience, 1999) σ1σ1 σ1σ1 Fracture strike (Al-Anboori et al., 2005) NatihA Elsewhere σ1σ1 σ1σ1 cracks

Shuaiba Nahr Umr σ1σ1 σ1σ1

Y402H1 Analysed interval m Nahr UmrNatih Y437H1 Analysed interval m

5. Stress Magnitudes

Stress magnitudes assumes: - slip failure along optimally oriented pre-existing faults - p =hydrostatic pressure - σ v =lithostatic pressure - σ v = σ 1 or σ 2 or σ 3 NatihA Shuaiba σ3σ3 Nahr Umr Fiqa σvσv σ2σ2 σ2σ2 σ1σ1 Model magnitudes (passive basin) v: poisson ratio Constant v=0.31 real magnitudes R obs 01 σ1σ1 σ2σ2 σ3σ3 R σ2σ2 σ1σ1 σ3σ3 p: pore pressure U=f(  )  : friction angle 

Model magnitudes (passive basin) 01 σ1σ1 σ2σ2 σ3σ3 R NatihA (chalk) Fiqa (shale) strike thrust Shuaiba (chalk) Nahr Umr (shale) strike normal shale chalk thrust normal 22

real magnitudes Model magnitudes (passive basin) thrust normal v: poisson ratio=0.31 R obs =0.7,  =39º v =0.37 NatihA Compaction? R obs =.7  =70º

real magnitudes  =70º v =0.31  =39º v =0.37 NatihA Compaction?

5. Conclusions

The deduced stress field is consistent with the fracture strike inferred from shear-wave splitting measurements. The deduced stress field in the Natih reservoir also agrees closely with the in-situ stress inferred from wellbore breakouts (Baker Atlas GEOScience, 1999). NatihA (chalk) Fiqa (shale) strike thrust Shuaiba (chalk) Nahr Umr (shale) strike normal thrust normal 12° 39° 18° 39° .31 v.37.31

5. Conclusions Fault Regime : Strike-slip movements in Fiqa and Nahr Umr shale cap rocks. Thrust faulting in the gas carbonate Natih-A reservoir. Normal faulting in the oil-bearing carbonate Shuaiba reservoir. Stress Inversion: The deduced stress field is consistent with the fracture strike inferred from shear-wave splitting measurements (Al-Anboori et al., 2005). The deduced stress field in the Natih reservoir also agrees closely with the in-situ stress inferred from wellbore breakouts (Baker Atlas GEOScience, 1999). The observed stress relative magnitude R ( ) concludes that stresses are flattening rather than constricting. No distinct changes of fault mechanisms with magnitude or time is established suggesting a stationary stress at least for the investigated period. σ1σ1 σ2σ2 σ3σ3 The dip of the maximum stress direction increases with depth: horizontal in Fiqa & Natih-A, sub-horizontal in Nahr Umr, and sub-vertical in Shuaiba.

5. Conclusions (Contd.) Stress magnitudes (friction model): The observed relative magnitude in Natih A suggests a positive anomaly in poisson ratio (increasing by about 0.06) which is consistent with the undergoing compaction in this unit. The stress magnitudes were calculated at each depth in the four zones with the maximum stress occurring in Natih A at about 63 MPa. The modelling shows only one acceptable scenario which is an exerted regional thrusting system in the top reservoir and its cap rock and normal system in the bottom reservoir and its cap rock. The transition at each shale cap rock/carbonate reservoir could be formed by variation in friction angles across the interface. The resulted best fit friction angles in shale (12° in Fiqa and 18° in Nahr Umr) and chalk (39° in Natih A and Shuaiba) closely agree with the reported values in the literature.

Acknowledgements Petroleum Development Oman (PDO)

FiqaNatihA Shuaiba Nahr Umr