EARLY-WARNING TEST-SITE “NAPLES” Giovanni Iannaccone INGV – AMRA scarl Final Project Meeting: Potsdam June, 3-5,2009 With the main contribution of RISSC-Lab team: A. Bobbio, L. Cantore, V. Convertito, M. Corciulo, M. DiCrosta, L. Elia, A. Emolo, G. Festa, I. Iervolino, M. Lancieri, C. Martino, C. Satriano, T. Stabile, M. Vassallo, A. Zollo and P. Gasparini
35
Embed
EARLY-WARNING TEST-SITE NAPLES Giovanni Iannaccone INGV – AMRA scarl Final Project Meeting: Potsdam June, 3-5,2009 With the main contribution of RISSC-Lab.
This document is posted to help you gain knowledge. Please leave a comment to let me know what you think about it! Share it to your friends and learn new things together.
Transcript
EARLY-WARNING TEST-SITE “NAPLES”
Giovanni IannacconeINGV – AMRA scarl
Final Project Meeting: Potsdam June, 3-5,2009
With the main contribution of RISSC-Lab team:A. Bobbio, L. Cantore, V. Convertito, M. Corciulo, M. DiCrosta, L. Elia, A. Emolo, G. Festa, I. Iervolino, M. Lancieri, C. Martino, C. Satriano, T. Stabile, M. Vassallo, A. Zollo and P. Gasparini
Structural Survey of RC buildings in the test area (AMRA)
Near-Real-Time Damage Assessment at Naples
WP3: AMRA & NORSAR
Near-Real-Time Damage Assessment at Naples
WP3: AMRA & NORSARVulnerability analysis of the building stock (AMRA)
0.0
0.2
0.4
0.6
0.8
1.0
0 20 40 60 80 100
Sd [cm]
SD
MD
ED
CD
RC1
P[ds|Sd]
0.0
0.2
0.4
0.6
0.8
1.0
0 20 40 60 80 100
Sd [cm]
P[d
s|S
d]
SD
MD
ED
CD
RC4
0.0
0.2
0.4
0.6
0.8
1.0
0 20 40 60 80 100
Sd [cm]
P[d
s|S
d]
SD
MD
ED
CD
RC7
Loss assessment based on shakemaps (NORSAR)
Irpinia 1980 scenario
ISNet Bulletin (http://lxserver.ov.ingv.it)
Automatic Picking
RT Earthquake location
RT Magnitude estimation
PGx prediction at the target sites
PRESTo - Probabilistic & evolutionaRy Early warning SysTem
Block diagram of the PRESTo software package
PRESTo: a new stand-alone software tool for earthquake early warning
The effort to build an EEW System is both technological and scientific
Irpinia Seismic Network (ISNet)
Real Time Location• fully probabilistic algorithm • starts location with just one triggered station• converges to standard algorithm results
Real Time Magnitude• correlation between early P and S peaks and final magnitude•probabilistic and evolutionary algorithm based on Bayes theorem
EEW Development at AMRA
PRESTo - Probabilistic & evolutionaRy Early warning SysTem
WHAT WE NEED TO DO:
Improvement of ISNet
Quantitative evaluation of the early-warning system performances
Target applications
OK, NOW THE ISNet RELATED EWS IS RUNNING
ARE WE REALLY SURE ?
7 GHz Radio Link
Repeater
Wi-Fi Radio Link
Lapio
Rocca S. Felice
S. SossioBaroniaRocchetta S. Antonio
Bisaccia
Andretta Calitri
Ruvo del Monte
ToppodiCastelgrande
AviglianoSan Fele
Bella
MuroLucano 2
MuroLucano 1
Colliano
Campagna
Senerchia
Montella
Nusco
PostiglioneS. Arsenio
CaggianoVietridi Potenza
Satriano
Pignola
Lioni
Monte LiFoi
Teora
Seismic Station
Trevico
S. Angelo dei Lombardi
ToppodiCastelgrande
Contursi Picerno
CNR-IMAA
Local Control Center
50 Km
- Communication system with fully proprietary radio-links- LCC strengthening (i.e. solid state disks)
- Add low cost innovative seismic sensors to increase ISNet stations and for urban (structural) monitoring
Improvement of ISNet
The main test would be to wait until a significant number of earthquakes have been recorded, also of medium to large energy, and to verify the number of alarms that have correctly been sent, along with the number of false alarms and alarms missed. To verify the significance of each alarm, including the useful time before the arrival of the destructive seismic wave (lead time), and the predicted amplitude at a site with respect to that which is actually recorded.
(For instance, the EEWS operating in Japan by JMA was tested for 29 months, starting in February 2004. During this period, the JMA sent out 855 earthquake early warnings, with only 26 recognized as false alarms due technical problems or human error)
EW SYSTEM PERFORMANCE(HOW CAN IT BE VERIFIED WHETHER AN EEWS IS WORKING CORRECTLY? )
EW SYSTEM PERFORMANCE(HOW CAN IT BE VERIFIED WHETHER AN EEWS IS WORKING CORRECTLY? )
Currently in southern Apennines only low M eqs
Test with low magnitude
earthquakes
Off line test using seismograms (files)
recorded by other seismic networks
Test with synthetic seismograms
computed at ISNet
Export the developed
methodology
Tests with low magnitude
earthquakes
Application of PRESTo to an Irpinia microeq ML = 2.5
Off line test using seismograms recorded by
other seismic networks
Application of PRESTo to the June 14, 2008, 08:43 (JT), Mw = 6.9 Iwate eq (Japan)
Screenshot of PRESTo, processing the SAC files of the Iwate earthquake
Evolution with time of the magnitude estimate and of its uncertainty.The vertical red bar marks the estimated origin time (T0) of the earthquake.The interval (6 sec) elapsed from the origin time to the first magnitude estimate with a low uncertainty is highlighted by a yellow dashed pattern
Final estimate of the earthquake location (red star) and lead times
The seismic stations are shown as orange triangles. Two stations are highlighted as possible targets to be alerted by PRESTo.
Application of PRESTo to the June 14,2008, 08:43 (JT), Mw = 6.9 Iwate eq (Japan)
Tests with synthetic seismograms
computed at ISNet
Application of PRESTo to synthetic seismograms of 1980, Ms = 6.9 Irpinia eq
Computation of synthetic seismograms for a large number earthquake scenarios
We introduce two main parameters:
Prediction error definition
PE = Log10(PGVobs/PGVpred)
Where PGVobs are measured on synthetics and PGVpred are predicted by the early warning procedure (PE is computed as a function of time for the whole number of simulated eqk scenarios)
Effective Lead Time
Time interval between the S-arrival at the target and the time at which the prediction error distribution is stable (no significant variation of magnitude, location after this time).
Tests with synthetic seismograms
computed at ISNet
Computation of synthetic seismograms for a large number of M6 and M7 earthquake scenarios
Off-line, but sequentially application of the EW chain of methodologies to investigate the areal distribution of lead-time and prediction error on PGV
Network ISNet
Network INGV + Virtual 300 rupture scenarios for a M 6.9 earthquake 90 rupture scenarios for a M 6.0 inside the network 90 rupture scenarios for a M 6.0 at the border of the
network
Tests with synthetic seismograms
computed at ISNet
Synthetic seismograms
Hybrid source model based on k-square slip distribution (Gallovic and Brokesova, 2008)
Complete wavefield Green
function in a1-D velocity model
Waveforms have been noise contaminated and convolved by the site transfer function to account for site effects
Tests with synthetic seismograms
computed at ISNet
Log(P
GV
)
TRCEW
Directivity, radiation pattern and point-source attenuation law determine the azimuthal variation of the prediction error distribution
Strong directivity
Strong directivity
Weak directivity
Effects of source complexity on
the prediction error
Tests with synthetic seismograms
computed at ISNet
EW System performance (M 7): Effective Lead-Time
Time interval between the S-arrival at the target and the time at which the prediction error distribution is stable (no significant variation of magnitude, location after this time).
Tests with synthetic seismograms
computed at ISNet
EW System performance (M 7): Prediction error
Probability of Prediction Error
The probability that the prediction error (PE=log(PGVtrue) – log(PGVesti)) is within 1-sigma interval of the standard error on the Ground Motion Prediction Equation. High values of PPE means high performance of the system in terms of prediction of ground shaking level at the target.
Smallerrors
Largeerrors
Tests with synthetic seismograms
computed at ISNet
Conclusions
Need for a quantitative evaluation of the Early-Warning system performances in terms of expected lead times, predicted ground motion intensity along with their uncertainties, for the main regional targets (export our procedures on other seismic networks)
Need to identify target applications (i.e. shut-down of equipments, saufguards of life-lines, alert for hospitals, schools, transportation networks,…) and to design and develop ‘ad hoc’ control systems and mechanisms for real-time damage reduction