16
The Great Wave Off Kanagawa (1831) - Katsushika Hokusai Sumatra Earthquake and Earth Rotation A. R. Pisani, A. Piersanti, A. Piatanesi, D. Melini, G. Soldati INGV – Istituto Nazionale di Geofisica e Vulcanologia - Roma – Italy * EGU 2006 - Vienna *

Sumatra Earthquake and Earth Rotation · Sumatra Earthquake and Earth Rotation A. R. Pisani, A. Piersanti, A. Piatanesi, D. Melini, G. Soldati INGV – Istituto Nazionale di Geofisica

  • Upload
    others

  • View
    2

  • Download
    0

Embed Size (px)

Citation preview

The Great Wave Off Kanagawa (1831) - Katsushika Hokusai

Sumatra Earthquake and Earth Rotation

A. R. Pisani, A. Piersanti, A. Piatanesi, D. Melini,

G. SoldatiINGV – Istituto Nazionale di Geofisica

e Vulcanologia - Roma – Italy

* EGU 2006 - Vienna *

On 26th December 2004 off the west coast of northernSumatra occurred one of the most devastating earthquakes

of the modern history.

In correspondence of the event, a step discontinuity in the instantaneous rotational pole path has been evidenced by means

of SLR and GPS techniques.

Sumatra is probably the largest event since the giant Chileearthquake (1960).

There has been a great improvement of the accuracy in the pole position detecting techniques since 1960.

Sumatra earthquake seems to be the best candidate tostudy the effects given by a seismic event on polar

motion.

These estimations, based on SLR technique and then compared with

GPS data, revealed a stepdiscontinuity of about 1.5-2.0 mas

in the y-component of the instantaneous rotational pole in

correspondence of Sumatraearthquake.

Geodetic evidences of the step discontinuity in the pole path.

(Bianco, Luceri, Sciarretta 12/2004)

On 19th January 2005 the International Laser Ranging Service (ILRS) providedpreliminary estimates about the earthquake effect on pole motion.

26/12/2004

mas

Day (Hugentobler 01/2005)

A more recent study (09/2005) shows that independent solutions, retrieved by meansdifferent techniques, give a coherent measure of the y-pole displacement during the

Sumatra event.

-1

-0.5

0

0.5

1

1.5

2

2.5

3

3.5

4

23-1

2-20

04 1

4:59

:30

26-1

2-20

04 1

:1:9

Detrended Y-Pole residualsre

sidu

als

(mas

)

Dec,15 Jan,1 Jan,15

This studySLRGPS-CODEIERS-C04

time(Devoti et al. 09/2005)

DEVOTI

( ) ( )t H t=Ψ ∆Ψ

If the perturbation has a step-like temporal dependence:

the resulting pole path is a continuous curve with a suddenchange in the curvature radius

when the perturbation is turnedon. Lambeck, 1980

Did the earthquake cause the jump in the pole path?

A permanent dislocation given by an earthquake is characterized by anexcitation function of the form:

where is the Heaviside step function and

is the magnitude of the excitation.( )H t

∆Ψ

We want to test the hypothesis that the perturbation to the inertia tensor, which produced such discontinuity in the pole

path, has been caused by the

transient water mass redistribution producedby the TSUNAMI.

What did cause the step-like discontinuity in the pole path?

-1

-0.5

0

0.5

1

1.5

2

2.5

3

3.5

4

23-1

2-20

04 1

4:59

:30

26-1

2-20

04 1

:1:9

Detrended Y-Pole residuals

resi

dual

s (m

as)

Dec,15 Jan,1 Jan,15

This studySLRGPS-CODEIERS-C04

time(Devoti et al. 09/2005)

DEVOTI

The jump in the instantaneous rotation pole path is compatible with anexcitation functioncharacterized by a delta-liketemporal dependence whichis produced by a transientmass redistribution.

tsunami = +m vΨ Ψ Ψ

To evaluate the discontinuity in the pole path produced by the tsunami we have tosolve the instantaneous rotational pole motion equation:

( ) ( ) ( ) ( )0 000

2 0

j t jx y tsunamit

kt m t jm t j e e dk k

σ σ τσ τ τ−= + = −− ∫m Ψ

Mass termassociated to the static

redistribution of mass caused bythe variation of sea surface.

= Chandler frequency;

= correction given by the elastic deformation of the rotational Earth;

0

0 2

kk k−

is the excitation function that includes the perturbationassociated to the mass redistribution given by the TSUNAMI and

its form is:

tsunamiΨ

Velocity termassociated to the exchange of

angular momentum between the Earth and the horizontal

flowing water.

tsunami = +m vΨ Ψ Ψ

2

2

cos sin cos

cos sin sin

w

w

wx

V

wy

V

r dVC A

r dVC A

ρ φ φ λ

ρ φ φ λ

= −−

= −−

m

m

Ψ

Ψ

Mass Term: vertical water dispacement.

Velocity Term: horizontal velocity

field.

To evaluate the instantaneous rotational pole motion first of all we need to calculatethe excitation function associated with the tsunami:

( )tm

( ) ( )

( ) ( )

2 sin cos sin sin

2 sin sin sin cos

w

w

wx

V

wy

V

r u u dVC A

r u u dVC A

λ φ

λ φ

ρ φ λ φ λ

ρ φ λ φ λ

= − −Ω −

= + − −Ω −

v

v

Ψ

Ψ

,φ λ,u uφ λ

Latitude and longitude.Horizontal Velocity Components.

, ,A C Ω Equatorial and polar inertia momentum, angular velocity of the Earth.

wρ Oceanic water density.

have been evaluated using a

synthetic numerical tsunami model which gives:

*Vertical displacement of the water

*Horizontal velocity field

in the propagation area of the tsunami, in a time window of 16 hours.(An area of about 108 Km2 ( -75° < φ < 30° and 0° < λ < 150°) sampled into a grid of 2’)

,m vΨ Ψ

Snapshots of the tsunami propagation from the numerical model at different time steps.

Hor

izon

talV

eloc

ity

Fiel

dEl

evat

ion

(cm/s)(Piatanesi, 2006)

(m)

Trends of the twodifferentcontributions givento the total excitation functionby the mass termand the velocityterm.

tsunami = +m vΨ Ψ Ψ

-5.76 -4.32 -2.88 -1.44 0 1.44 2.88 4.32 5.76 7.2 8.64 10.08 11.52x 104

-2.5

-2

-1.5

-1

-0.5

0

0.5

1

1.5

2

2.5x 10-8

Time (s)

PS

I (ad

im)

Excitation Function (Mass Term)

PSIxPSIy

-5.76 -4.32 -2.88 -1.44 0 1.44 2.88 4.32 5.76 7.2 8.64 10.08 11.52x 104

-2.5

-2

-1.5

-1

-0.5

0

0.5

1

1.5

2

2.5x 10-8

Time (s)

PS

I (ad

im)

Excitation Function (Velocity Term)

PSIxPSIy

From the synthetic numerical tsunami

model:

-5.76 -4.32 -2.88 -1.44 0 1.44 2.88 4.32 5.76 7.2 8.64 10.08 11.52x 104

-2.5

-2

-1.5

-1

-0.5

0

0.5

1

1.5

2

2.5x 10-8

Time (s)

PS

I (ad

im)

Total Excitation Function

PSIxPSIy

Total excitation function.

tsunami = +m vΨ Ψ Ψ(Excitation pole or mean pole of rotation around which revolves the instantaneous rotational pole)

A delta-like temporal dependence that we were looking forobtain the observed pole path displacement.

Pole path variations associated with the excitation function tsunamiΨ

-5.76 -4.32 -2.88 -1.44 0 1.44 2.88 4.32 5.76 7.2 8.64 10.08 11.52x 104

-0.01

-0.005

0

0.005

0.01

0.015

0.02

0.025

0.03

Time (s)

m (m

as)

Pole Path

mxmx

( ) ( ) ( ) ( )0 000

2 0

j t jx y tsunamit

kt m t jm t j e e dk k

σ σ τσ τ τ−= + = −− ∫m Ψ

Shift in the pole path fromour simulations: ~ 3.3·10-2 mas

geodetic techniques: ~ (1.5 - 2.0) mas

Solving the instantaneous rotational pole motion equation we obtained

-0.01 0 0.01 0.02 0.03-0.01

-0.005

0

0.005

0.01

0.015

0.02

0.025

0.03POLE PATH

mx (mas)

my (m

as)

Mass termVelocity termTotal

Greenwich

Pole path after the occurrenceof the Tsunami.

(Devoti 2006)

Pole paths overlapped to the planisphere.

SummaryGeodetic data evidenced a discontinuity in the y-component of the

istantaneous rotational pole path in correspondence of Sumatra earthquake.

We assumed that such discontinuity has been caused by a perturbation tothe inertia tensor associated with the mass redistribution due to the tsunami.

Finally, our simulations show:

the simulated shift in the pole path is 50 times smaller than thatobserved in geodetic data;

Shift in the pole path is not due to the mass redistribution caused by the tsunami.

The total excitation function and the perturbation to the pole path, have been obtained using a synthetic numerical tsunami model that gave us:

- excitation function values due to the vertical displacement of the water;- excitation function values due to the horizontal velocity field of the flowing water.

Nevertheless, the results of our analysis cannot be consideredconclusive for three main reasons:

1. Dragging effects could play an important role in exchanging angularmomentum between Ocean and solid Earth during the propagation of the tsunami wave.Presently we are not able to include this effects in our numericalsimulations.

2. We observed an increase of perturbation in correspondence of anincrease of resolution of the grid used to sample the propagation area. (This is probably due to dispersion artefacts in the computed wavefieldstrongly dependent from the domain resolution). Two arc minutes is nowthe maximum resolution affordable by our numerical routines, but it ispossible that further increase in the resolution would result in anincrease in the computed perturbation too.

3. The elevation of a tsunami wave has been subject to severalinvestigations and also experimental observations, for this reason whilewe can consider the output of the simulations, concern with water elevations, highly reliable, this is not true for the output of the simulations concern with the velocity field of the horizontal flow.