Physical interpretation of DC and non-DC components of moment tensors Václav Vavryčuk Institute of Geophysics, Prague MT for simple types of seismic sources Explosive (implosive) source Source process Force equivalent Moment tensor M1 M 0 0 three linear dipoles 0 M1 0 0 0 M 1 T rM 0 explosion T rM 0 implosion Shear faulting Source process Force equivalent Moment tensor 0 0 M0 M 0 0 0 M 0 0 0 fault no torque double-couple (quadrupole) Pure tensile faulting Source process Force equivalent faultfault fault opening Moment tensor M1 M 0 0 0 M1 0 0 0 M 2 T rM 0 opening T rM 0 closing Shear-tensile faulting Source process Force equivalent DC + fault fault fault opening Moment tensor M1 M 0 M 0 0 M1 0 M0 0 M 2 T rM 0 opening T rM 0 closing Decomposition of MT Decomposition of MT M M ISO M DC M CLVD T rM M* M + Tr M I 3 + ISO DC non-shear shear CLVD non-shear Double-couple component of the moment tensor Force equivalent DC part (shear faulting) Seismic moment tensor 0 M 0 M 0 0 M0 0 0 0 0 double couple (DC) M 0 M 0 0 0 0 0 0 M 0 0 rotated double-couple (DC) Non-double couple components: ISO and CLVD Force equivalent ISO part (explosion) CLVD part (tensile crack) Seismic moment tensor M 1 M 0 0 M 2 M 0 0 0 M1 0 0 M2 0 compensated linear vector dipole 0 0 M 1 0 0 2 M 2 Decomposition of the moment tensor M M ISO MCLVD M DC M – moment tensor MISO – trace of M M* M* – deviatoric part of M Percentage of ISO, CLVD and DC : |ISO|+|CLVD|+DC = 100% ISO 1 T rM 100% 3 M MAX DC 100% ISO CLVD CLVD 2 M *MIN M * MAX 100% ISO Physical interpretation of MT DC components Parameters of shear faulting • orientation of active faults, fault mapping • type of fracturing (strike-slip, normal/reverse faulting) Determination of present-day tectonic stress • orientation of principal stress axes • ratio between principal stresses Numerical errors of the MT inversion • • • • insufficient number of stations presence of noise in the data unfavourable station coverage of the focal sphere inaccurate knowledge of the structure model • approximate location and Green’s functions • approximate moment tensor Presence of single forces no dipole forces surface Examples: impact of meteorites, landslides, volcanic eruptions, fluid flow in volcanic channels the process is not described by the moment tensor! Complex shear faulting DC1 DC2 DC + CLVD fault ISO = 0 Sum of two DCs of different orientations produces DC and CLVD Combined shear-tensile faulting I [u] DC + CLVD + ISO fluid pressure fault Example: hydrofracturing High pore pressure can cause opening faults during the rupture process (CLVD and ISO are then positive). Combined shear-tensile faulting II 100 100 0.2 1.0 DC, CLVD, ISO [%] 80 80 DC ISO 60 40 40 ISO 20 20 0 0 30 60 CLVD and ISO are correlated! CLVD 60 CLVD 0 DC 90 0 30 60 ISO/CLVD -> vP/vS 90 Correlation between ISO and CLVD ISO [%] different vP/vS ratios shear-tensile faulting linear dependence CLVD [%] Shear faulting in anisotropic media DC + CLVD + ISO n u S M kl fault M 11 M 12 M 13 M 12 M 22 M 23 M 13 M 23 M 33 The relation between fracture geometry and acting forces is more complicated in anisotropic media than in isotropic media. Moment tensors in isotropy Shear earthquakes in isotropy n (Aki & Richards 2002, Eq. 3.22): M kl uS k nl l nk 0 0 1 M kl M 0 0 0 0 1 0 0 double-couple (DC) mechanism u – slip – fault area – shear modulus – slip direction n – fault normal cijkl – elastic parameters u S S Moment tensors in anisotropy Shear earthquakes in anisotropy n (Aki & Richards 2002, Eq. 3.19): M kl uScijkl k nl M 11 M kl M 12 M 13 M 12 M 22 M 23 u M 13 M 23 M 33 general (non-DC) mechanism – slip – fault area – shear modulus – slip direction n – fault normal cijkl – elastic parameters u S S Examples 1997 West-Bohemian earthquake swarm Example: seismicity in West Bohemia • active tectonics • geothermal area • mineral springs • emanations of CO2 earthquake swarms: • 1985/86 • 1994 • 1997 • 2000 • 2008 Swarm 97: Basic characteristics N • Duration: 2 weeks • Number of earthquakes: P wave 1800 • ZStrongest event: M=3.0 • Depth of events: 8.5-9.5 km • Focal area: 700x700x1000 m S wave E • Faults activated: 1s 2 different faults Swarm 97: epicentres and mechanisms Nový Kostel focal area Fischer & Horálek (2000) Horálek et al. (2000) DC & non-DC mechanisms Type A Type B 12 12 A events 10 B events 10 8 8 N 6 6 4 4 2 2 0 0 0 20 40 60 DC [%] 80 100 0 20 40 60 DC [%] 80 100 N Correlation between ISO and CLVD corr. coeff = 0.91 20 + vP/vS = 1.48 ISO [%] 10 0 strong indication for tensile faulting! -10 -20 0 20 CLVD [%] 40 Shear & tensile faulting A events B events Shear faulting Tensile faulting u u Slip is along the fault Slip is not along the fault Moment tensor is DC Moment tensor is non-DC (DC+CLVD+ISO) – fault , u – slip, – deviation of the slip from the fault Deviation of the slip from the fault 6 8 A events B events 6 4 4 N N 2 2 0 0 -15 -10 -5 0 5 10 15 0 5 10 15 20 25 [º] [º] A events: -5 < < 5 B events: 10 < <20 30 Induced microseismicity during the 2000 fluid injection experiment in KTB, Germany KTB superdeep drilling hole • Nlocation: northern Bavaria, Germany • holes: pilot hole - 4 km, main borehole - 9.1 km (October 1994), distance P wave S wave – 185 m • Zgeology: crystalline unit, steeply inclined layers of gneisses, amphibolites • borehole geometry: vertical to 7.5 km, then inclined • Ebottom hole temperature: 265ºC 1s Injection experiment 2000 N • experiment: 60 days • amount of fluid: 4000 m3 of fresh water P wave wave • entire 9.1 km borehole wasSpressurized Z • well head pressure was between 20 to 30 MPa • flow rate ranged between 30 to 70 l/min • several sharp pressure drops during shut-in phases E 1s Focal mechanisms of 37 events Nodal lines P/T axes P T Nodal lines and P/T axes are well clustered Non-DC components CLVD percentage ISO percentage 6 Number of earthquakes Number of earthquakes 6 4 2 0 -40 -20 0 20 ISO [%] Mean value of ISO = 1.5% 40 4 2 0 -80 -60 -40 -20 0 20 40 60 80 CLVD [%] Mean value of CLVD = -5.7% Positive values - tensile components, negative values - compressive components Correlation between ISO and CLVD corr. coeff. = 0.01 40 ISO [%] 20 no correlation! 0 -20 strong indication for other origins than tensile faulting! -40 -80 -40 0 CLVD [%] 40 80 Anisotropy models at KTB S-wave velocity P-wave velocity P wave S waves 4.2 phase velocity [km/s] phase velocity [km/s] 6.4 5.6 4.8 3.8 3.4 3 0 30 60 angle [degrees] 90 0 30 60 90 angle [degrees] P anisotropy: 2 - 18%, S1 anisotropy: 3 - 18%, S2 anisotropy: 8 - 26% anisotropic models of gneiss inferred from: VSP, sonic logs, lab measurements References: Jahns et al. (1996), Rabbel (1994), Rabbel et al. (2004) Inversion for anisotropy: method Input: • moment tensors of 37 events • anisotropy at the focal area Output: • fault normals and slip directions • theoretical DC, CLVD and ISO components The misfit function: misfit between the theoretical and observed non-DC components Result: optimum orientation of anisotropy Inversion for anisotropy: results Misfit for ORT Misfit for TI a b o o o o The misfit function is normalized so it equals 1 for an isotropic medium. Optimum anisotropy orientation Triangles: optimum orientation from moment tensors Squares: orientation from MSP Rabbel et al. (2004) Anisotropy axes (plunge/azimuth): Axis 1: 5º/65º, Axis 2: 50º/160º, Axis 3: 40º/330º Summary Significance of the DC components Parameters of shear faulting • orientation of active faults, fault mapping • type of fracturing (strike-slip, normal/reverse faulting) Determination of present-day tectonic stress • orientation of principal stress axes • ratio between principal stresses Significance of the non-DC components Discrimination explosions versus earthquakes Analysis of tensile faulting • detection of overpressure regime • temporal variation of pore pressure • the vP/vS ratio in a focal area Estimation of anisotropy in a focal area • orientation of anisotropy axes • anisotropy strength