From deformation field to edifice structures and eruptive...

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June 23, 2008 June 23, 2008 ERI Stochastic Seismology workshop ERI Stochastic Seismology workshop 1 From deformation field to edifice From deformation field to edifice structures and eruptive processes structures and eruptive processes François Beauducel Institut de Physique du Globe de Paris Seismology Team Volcanological Observatories http://www.ipgp.fr/~beaudu

Transcript of From deformation field to edifice structures and eruptive...

Page 1: From deformation field to edifice structures and eruptive ...beaudu/download/2008_Deformations_ERI.pdf · June 23, 2008 ERI Stochastic Seismology workshop 14 Mixed boundary elements

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From deformation field to edifice From deformation field to edifice structures and eruptive processesstructures and eruptive processes

François Beauducel

Institut de Physique du Globe de ParisSeismology Team

Volcanological Observatories

http://www.ipgp.fr/~beaudu

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What do we need to predict What do we need to predict eruptions ?eruptions ?

Source type (magmatic/phreatic), amplitude, direction

Rock slope problem: localization, volume involved

Physical and geometrical quantitative data

Prediction = observations + interpretative modelPrediction = observations + interpretative model

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Why does a volcano deform ?Why does a volcano deform ?

Fluid transports (magma, gas, water)

Models need boundary conditions, some of them common to the magma fluid dynamics and the volcano mechanical behavior:

internal substructures geometry (magma chamber and conduit, fractures)

sources parameters (ΔV, ΔP, Δσ, gravity, magma flow rate)

Integration of various types of observations

Mechanical models help contrain sources and structures

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Deformation field measurementsDeformation field measurements

Need observations spatially and temporally “continuous” integration of various techniques

Classifications of the methods:

spatial sampling = local / network / imagery

temporal sampling = continuous / periodic

ground coupling = remote sensing / ground based

parameter = displacement (1-D, 3-D) / tilt / strain

[Beauducel et al, JVGR 2006]

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Local Tilt / Strainmeter Extensometer

Network (Geodesy)

Differential GPS Levelling EDM

Imaging Photogrammetry InSAR

100 years

10 years

1 year

1 month

1 day

1 hour

1 minute

1 second

Geomorphology

Ground geodesy (levelling, EDM, ...)

Spatial geodesy (repeated GPS, InSAR, ...)

Continuous measurements (tilt, extensometry, EDM, GPS,...

Broadband seismology

Short-period seismology

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Technique Spatial Precision Periodicity Field On Site

Tiltmetry local 10-10 continuous far station

Extensometry local 10-6 continuous near station

EDM differential 10-5 continuous + weatherdependency

near small reflector

Levelling differential 10-5 manual far benchmarks

Diff. GPS differential < 1 mm continuous or manual near station orbenchmarks

Photogrammetry differential 1-10 cm manual near targets

InSAR imagery < 1 mm month + coherencydependency

far natural soil orcorner reflector

Synthesis of methodsSynthesis of methods

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Tiltmetry: Ground couplingTiltmetry: Ground coupling

a. Thermomechanical effects on fractured baserockb. Water circulation in porous soilc. Perfect, but expensive (ex: Sakurajima)d. Intermediate solution (ex: Merapi)

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Tiltmetry: spatial error estimationTiltmetry: spatial error estimation

[Beauducel & Cornet, JGR 1999]

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Tiltmetry: various artifactsTiltmetry: various artifacts

Correction of thermal effects to retrieve volcanic signal

linear but non-stationary law needed earth tides residual

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Tiltmetry: various artifactsTiltmetry: various artifacts

Rainfall and pyroclastic flow correlation with tilt...

loading effect of water rain leads to increase of interstitial pressure in the lava dome “Merapi- type » nuée ardentes

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InSAR: tropospheric modelingInSAR: tropospheric modelingRay A Ray B

After Massonnet and Feigl [1998]

Lower layer

Upper layer

Topography

Elevation

Phase delay

[Beauducel et al., JGR 2000][Cayol & Cornet, GRL 1998][Massonnet et al., Nature 1995]

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Non-linear inverse problemNon-linear inverse problem

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Modeling: How complex ?Modeling: How complex ?

“top 2” models for 1st order interpretation: Point source (nucleous of isotropic strain) in homogeneous,

elastic half-space medium [Anderson, 1936; Mogi, 1958] Plan discontinuity (fracture) in homogeneous, elastic half-

space medium [Okada, 1985]

Required complexities: source diffuse or applied on boundaries 3-D: topography Discontinuities: fractures, different medium parameters Mechanical behavior of the body: elastic anisotropy, visco-

elasticity, poro-elasto-plasticity...

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Mixed boundary elements methodMixed boundary elements method

Combination of 2 methods in elastic domain:

Direct Method [Rizzo, 1967]

Displacements Discontinuities [Crouch, 1976]

3-D, but mesh of surfaces only: Massive structures: topography (free),

magma chamber or conduct (pressure),...

Surface discontinuities: fractures

Simple meshing + fast forward problem

Ω

Γm

Γf

Γl

Γm

Γv

[Cayol & Cornet, Int. J. Rock Mech. Min. Sci. 1997]

L X = R

L = influence coefficientsX = unknowns (displ. + DD)R = boundary conditions

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Topography effectsTopography effects

[Cayol & Cornet, GRL 1998] [Beauducel & Cornet, JGR 1999]

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Previous shallow source interpreted from seismic gap

Possible new source of deformations, result of combining: tilt vector with topographic effects GPS network displacements

Deflation ellipsoidal deep source, with ΔV = -11.106 m3 ≃ lava dome + rock falls total volume

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Effects of discontinuitiesEffects of discontinuities

[De Natale et al., GRL 1997]

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[Beauducel et al., JGR 2000]

3-D boundary elements modeling: a. overpressure in magma conduct b. same source with free fractures

1 order of magnitude!

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The Campi Flegrei The Campi Flegrei casecase

~2 m of ground uplift (1982-1985) very good fit of leveling data with Mogi model source depth <3 km BUT other geophysical data (seismic, gravity, drill) lead to magmatic source with depth > 4 km

[Avallone et al., GRL 1999]

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The Campi Flegrei caseThe Campi Flegrei case

high hydrothermalized structure with good localization from gravity study 3-D modeling: adjusting diameter/dip/depth into realistic intervals + simple source leads to better data misfit AND 4.5-km source depth

[Beauducel et al., PAGEOPH 2004]

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Soufrière of GuadeloupeSoufrière of Guadeloupe

high hydrothermal activity real 3-D geometry (lava dome dated 1535 AD) major fractures > 300 m deep extensometry data: up to 15 mm opening, with complex pattern

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Soufrière of GuadeloupeSoufrière of Guadeloupe

pressure source: constrain from electrical tomography 3-D modeling of deformations: inversion of fracture depths result: time evolution of the overpressure

[Jacob et al., 2005; Beauducel et al., in prep]

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Merapi, IndonesiaMerapi, Indonesia

viscous magma transport produces wall shear stress along conduct:

inversion of GPS displacements on crater rim using 3-D model combining wall shear stress and pressure indirect estimation of magma flux good correlation with observed seismic events (MP type) due to release of shear stress [Shimozuru et al., 1969] pressure estimation at the dome base allow estimation of Young's modulus: E ~ 1 GPa

[Beauducel et al., JGR 2000]

Elastic medium(ρ, E)

ω=− [ ∂∂ r ]r=a

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Conclusion: Still looking for the Conclusion: Still looking for the first order ?first order ?

including 3-D and fractures sometimes lead to 1st order explanation

Deformation field is unique: need to validate and integrate various techniques

New insight: in-situ parameter estimation (equivalent elastic modulus)

Only realistic modeling of deformations will help to quantify sources parameters, solve rock slope problems (localization and volumes) thus to predict eruption (type of source and related parameters)

Interesting work to do at Piton de la Fournaise, combining deformation and seismic noise modeling results