Completeness of Earthquake Catalogues and Statistical Forecasting

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Completeness of Earthquake Catalogues and Statistical Forecasting by Andrzej Kijko Council for Geoscience Pretoria, South Africa International Conference on “Global Change” Islamabad, 13-17 November 2006

Transcript of Completeness of Earthquake Catalogues and Statistical Forecasting

Page 1: Completeness of Earthquake Catalogues and Statistical Forecasting

Completeness of Earthquake Catalogues and Statistical Forecasting

byAndrzej Kijko

Council for GeosciencePretoria, South Africa

International Conference on “Global Change”Islamabad, 13-17 November 2006

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OUTLINE

• Incompleteness of catalogues

• Uncertainties (location, magnitudes and origin times)

• Inadequate model of seismicity

• Seismogenic zones

• Maximum earthquake magnitude mmax

Surprise, Surprise!

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APPROACH 1: Parametric Procedure

(Cornell, 1968)

SITE SITE

PARAMETERS•activity rate λ•b-value•maximum magnitude mmax

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Advantages:

• Can account for seismic gaps, non-stationary seismicity, faults etc.

Disadvantages:

• Specification of seismogenic zones• Requires knowledge of seismic hazard

parameters (e.g. activity rate, b-value, mmax) for each zone

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APPROACH 2 Non-parametric “Historic” Procedure

(Veneziano, et al., 1984)

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Advantages

• No division into seismic zones needed• Seismic parameters no required

Disadvantages

• Unreliability at low probabilities, or at the areas with low seismicity

• The procedure does not take into account incompleteness and uncertainty of earthquake catalogues

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ALTERNATIVE Combination of both

The ‘Parametric - Historic’ procedure• Assessment of basic hazard parameters (e.g.

seismic activity rate, b-value, mmax) for the area in the vicinity of the particular site

• Assessment of the distribution function for amplitude of ground motion for a specified site.

• If the procedure is applied to all grid points a seismic hazard map can be obtained

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Epicentre500 km

PARAMETRIC-HISTORIC PROCEDURE

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INCOMPLETENESS AND UNCERTAINTIES OF SEISMIC CATALOGUES

Kijko, A. and Sellevoll, M.A. 1992. Estimation of earthquake hazard parameters from incomplete data files. Part II. Incorporation of magnitude heterogeneity. BSSA, 82(1),

120-134.

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MAGNITUDE DISTRIBUTION

Magnitude, m

log

n

log n = a - bm

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APPLICATION TO THE GUTENBERG-RICHTER MAGNITUDE DISTRIBUTION

.,)](exp[1)](exp[1

,1

0)(

max

maxmin

min,

minmax

min

mmformmmfor

mmfor

mmmmmFM

>≤≤

<

⎪⎪⎩

⎪⎪⎨

−−−−−−

=ββ

)10ln(bwhere =βHow???

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PGA DISTRIBUTION

• Please note:

2/ cβγ =

ln (PGA), x

lnn

ln n = α - γx

,lnln 4321 rcrcmcca ⋅+⋅+⋅+=2/ cβγ = where

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APPLICATIONSSeismic Hazard Map of Sub-Saharan Africa

10% Probability of exceedance of PGA in 50 years

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SOUTH AFRICASeismological Monitoring Network

$

$

$

$

$

$

$

$

$

$

$

$

$

$$

$

$

$

$

$

$

34° 34°

32° 32°

30° 30°

28° 28°

26° 26°

24° 24°

22° 22°

14°

14°

16°

16°

18°

18°

20°

20°

22°

22°

24°

24°

26°

26°

28°

28°

30°

30°

32°

32°

34°

34°

MSNA

MOPALEP

BFTSLRKSR

SWZNWL

POGPRYS

SEK

HVD KSD

GRM

SOE

PKA

CVNA

ELIM

CER

UPI

KOMG

Seismological station$

LEGEND

100 0 100 200 Kilometers

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Gold and Diamonds

Gold pouringKimberley Big Hole

Mine Shaft

Diamonds

Krugerrand

Star of Africa

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Magnitude = 5.2 at Welkom 1976

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Stilfontein, 9 March 2005, ML = 5.3

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Tulbagh, 29 September 1969, ML = 6.3

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Seismic Hazard Map of South Africa

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Maximum Possible Earthquake magnitude in Johannesburg/Pretoria?

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Definition of mmax

• The maximum regional magnitude, mmax, is the upper limit of magnitude for a given region

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Δ+= obsmm maxmaxˆ

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The Generic Formula for Estimation of the Maximum Regional Magnitude, mmax

[ ]∫+=max

min

d)(ˆ maxmax

m

m

nM

obs mmFmm

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THREE REAL LIFE CASES

1. Earthquake Magnitudes are Distributed according to the Gutenberg-Richter relation

2. Earthquake Magnitude Distribution deviates largely from the Gutenberg-Richter relation

3. No specific model for The Earthquake Magnitude Distribution is assumed

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CASE 1: Earthquake Magnitudes are Distributed according to the Gutenberg-Richter relation

Magnitude, m

log

n

log n = a - bm

.,)](exp[1)](exp[1

,1

0)(

max

maxmin

min,

minmax

min

mmformmmfor

mmfor

mmmmmFM

>≤≤

<

⎪⎪⎩

⎪⎪⎨

−−−−−−

=ββ

where β = b ln 10

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Case 1

( ) ( )( ) ( )nm

nnEnEmm obs −+

−−

+= expexp

ˆ min2

1121maxmax β

)(1 •E

)](exp[ minmax12 mmnn obs −−= β

where

And denotes an exponential integral function

)](exp[1{ minmax1 mm

nn obs −−−=

β

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Case 2: The Earthquake

Magnitude Distribution

deviates largely from the

Gutenberg-Richter relation

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Case 2: The Earthquake Magnitude Distribution deviates largely from the

Gutenberg-Richter relationEarthquake magnitude distribution follow the Gutenberg-

Richter relation with some uncertainty in the value

β

( )⎪⎩

⎪⎨

>≤≤

<−+−=

max

maxmin

min

min) },)]/([1{1

0

mmformmmfor

mmformmppCmF q

M β

β

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Case 2

][ ),/1(),/1()]1/(exp[ˆ/1

maxmax δδβ

δ qrqrnrmm qqqq

obs −Γ−−Γ−

+=

βσ)(•Γ

β

where

,minmax mmp

pr−+

=,βδ nC= ,11

qrC

−=β

,)/( 2βσβ=p 2)/( βσβ=q

is the incomplete delta functionand is the known standard deviation of

This formula can be used where there exists temporal trends, cycles, short-term oscillations and pure random fluctuations

in the seismic process

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What does one do when the emperical distribution of earthquake magnitude is of the following form…

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Case 3: No specific model for The Earthquake Magnitude Distribution is

assumed• A non-parametric estimator of an unknown

PDFfor sample data mi , i=1,…n,:

• Where h is a smoothing factor and is a kernel function

∑=

⎟⎠⎞

⎜⎝⎛ −

=n

i

iM h

mmKnh

mf1

1)(ˆ

)(•K

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Case 3: Continued…

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Case 3: Continued…

• From the functional form of the kernel and from the fact that the data comes from a finite interval, one can derive the estimator of the CDF of earthquake magnitude:

• Where denotes the standard Gaussian CDF

⎪⎪⎪⎪

⎪⎪⎪⎪

⎪⎪⎪⎪

⎪⎪⎪⎪

>

≤≤

<

⎟⎠⎞

⎜⎝⎛ −

−⎟⎠⎞

⎜⎝⎛ −

⎟⎠⎞

⎜⎝⎛ −

−⎟⎠⎞

⎜⎝⎛ −

=

=

=

max

maxmin

min,

1

minmax

1

min

,

,1

,0

)(ˆ

mmfor

mmmfor

mmfor

hmm

hmm

hmm

hmm

mF n

i

ii

n

i

ii

M

φφ

φφ

)(•φ

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Application 1: Southern California

CASE Assumptions mmax ± SD

1

2

3

Gutenberg-Richter 8.32 ±0.43

Gutenberg-Richter+ Uncertainty in b-value

8.31 ±0.42

No model for distribution is assumed (Non-parametric procedure)

8.34 ±0.45

Field et al. 1999 7.99

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Fitting of Observations using the Non-Parametric Procedure

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Application 2: New Madrid Zone

5 5.5 6 6.5 7 7.5 8 8.5 910

1

102

103

104

105

106

Magnitude [mb]

Mea

n R

etur

n P

erio

d [Y

EAR

S]

New Madrid Seismic Zone

Prehistoric events excludedPrehistoric events included

mmax = 7.9

mmax = 8.7

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CONCLUSIONS

• It is possible to develop a lot of useful tools which is capable of taking even the most diverse behaviour of seismic activity into account

• A lot needs to be done to improve it.

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THE END

THANK YOU