Rapid Source Parameter Estimations of Southern California Earthquakes Using PreSEIS

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Rapid Source Parameter Estimations of Southern California Earthquakes Using PreSES Nina Köhler, Georgia Cua, Friedemann Wenzel, and Maren Böse Nina Köhler, Georgia Cua, Friedemann Wenzel, and Maren Böse 3 NTRODUCTON Earthquake early warning (EEW) systems provide real-time estimates of earthquake source and ground motion parameters to users before strong ground shaking occurs at sites of interest (Kanamori fact that the most destructive ground shaking during an earthquake is caused by - and surface waves, which travel much slower than P waves and also slower than electromagnetic signals carrying warnings to potential users Real-time information systems can minimize loss of life and property damage and are therefore an important tool in short-term seismic hazard mitigation and disaster management (Wenzel 00) f an alarm can be issued seconds before the onset of the strong ground motions, automatic emergency actions can be initiated such as slowing down high speed trains or shutting down computers or gas distribution, for instance (Goltz 00) EEW systems are of two main types, regional and on-site The former uses a dense network of seismic stations to locate the earthquake, determine its magnitude, and estimate the ground motion at given sites of interest The latter uses the observations at a single sensor to estimate the ensuing ground tems work more accurately, they need more time to estimate earthquake source parameters EEW systems are currently operated in Japan (Nakamura Aranda 009), and Romania (Wenzel New algorithms for EEW are being developed and tested in Allen Zollo 009), and Turkey (Böse PreSES (Pre-SESmic shaking) is a neural network-based approach to EEW that takes advantage of both regional and time-dependent seismic attributes derived from ground motion Geophysical nstitute, Karlsruhe University, Germany Swiss Seismological Service, ETH Zurich, Switzerland USA observations at different stations in a seismic network as soon as the first station is triggered by the arriving P wave Starting at this point in time, PreSES estimates the most likely hypocentral location and magnitude of the earthquake and updates Turkish megacity stanbul, Böse for a large suite of simulated earthquake scenarios along the main Marmara fault The study showed a robust performance of the algorithm and demonstrated a clear and fast convergence of source parameter estimates toward correct solutions However, the use of synthetic data is of limited meaning, since aspects importance for a potential implementation of the method This study presents the first performance test of PreSES using real earthquake data combined with empirical relations t aims to analyze the functionality of PreSES in terms of ) its capability to handle real data, ) its operational suitability, and future implementation METHOD AND DATA PreSES determines the most likely hypocentral location (latitude, longitude, depth) and moment magnitude using the ground motion information available at regular time steps from a network of seismic stations Two types of input information are used: first, the P-wave arrival time differences of the various stations relative to the first triggered station, and second, amplitude information While Böse the cumulative absolute velocity of seismic records as amplitude information, we use the ground motion envelope, defined P-wave detection at the first station, PreSES starts estimating the hypocentral location and When more stations trigger and longer ground motion time series become available, the additional information contributes to the estimates Thus, PreSES is able to use the full waveforms recorded at each station to infer information about the source parameters rather than using the early P phase only 74 Seismological Research Letters Volume 0, Number 5 September/October 009 doi: 075/gssrl0574

During the first seconds of fault rupture, the P wave has usually only arrived at a few stations of the network, leading to an underdetermined inversion problem for locating the hypocenter By including the information on not-yet-triggered stations, however, the range of possible solutions can be confined, a nonfunctional station will be interpreted as one where no signal has yet arrived For the inversion of seismic source parameters, PreSES makes use of artificial neural networks (ANNs) Their high tolerance for noisy input data turns ANNs into attractive tools for EEW ANNs consist of large numbers of simple, interconnected processing units (neurons) The importance of each connection is controlled by a weight parameter The weight parameters of an ANN are iteratively adapted to the inversion and known output values Regarding our earthquake source parameters, the ANNs learn from a training set of events with known hypocenter locations and magnitudes and the required input information from their ground motion records information about likely source locations, directivity effects, site conditions, etc is therefore included automatically input values and the weight parameters For each time step, two neural networks are designed The first one estimates the hypocenter location using the arrival time differences, and the second one uses the ground motion envelopes combined with the outputs of the first network to estimate Once the training of the ANNs is finished, PreSES is able to process unknown data that follow the same statistical patterns as the training and Böse n order to evaluate the functionality of PreSES, we Seismologist (VS) method, a probabilistic approach to EEW based on Bayes s theorem The VS uses ratios and envelope attenuation relations of seismic ground motion to determine the posterior probabilities of earthquake locations and magni- tional set of four events that occurred in the same source region The earthquakes have source depths ranging between 00 and - available, the possible number of stations in PreSES is not lim- tions of the earthquakes and the seismic stations!#$!%$!&$!'($!')$!'!$!'$!''$!'$!'+$!'#$ %$ %$ )%+/%0-#0 #$ #$ +$ +$ 3$ $ $ '$!# $%&'('# '$ $ $ )%+,-'&!$!$!#$% )$ )$!#$!%$!&$!'($!')$!'!$!'$!''$!'$!'+$!'#$! Figure Map of southern California with the 5 SCSN station sites (black inverted triangles), the 74 training events (gray circles), and the 999 Mw 7 Hector Mine (HM), the 00 Mw 4 Yorba Linda (YL), and the 004 Mw 60 Parkfield (PA) earthquakes (white circles) The black squares give the locations of larger cities within the study area 4! Seismological Research Letters Volume 0, Number 5 September/October 009 749

- - (Hauksson - earthquakes are located within the network, the Hector Mine earthquake is located near one station but with some distance remotely The earthquake records were downloaded from the http://www datascecorg/) When possible, the 00 samples per second, high gain, broadband (HH) channel was taken A baseline correction was applied and the data were corrected for the instrument gain to obtain ground motion velocity The velocity records were differentiated once to obtain ground motion acceleration When the HH channel was clipped, the 00 samples per second, low gain accelerometer channel was downloaded instead A baseline correction was applied and the data was again corrected for the instrument gain to obtain ground Due to missing records or poor signal-to-noise ratios, only ing ones were replaced by synthetic envelopes, predicted by ground motion envelope as a function of time, given the magnitude and epicentral distance of the earthquake They were inferred from the observed envelopes by parameterizing them as a function of P- and -wave envelopes and ambient noise at the station The relationships predict envelopes for peak vertical and root mean square of the peak horizontal acceleration, velocity, and displacement data for both rock and soil sites n this study, the P- and determined using constant seismic velocities of and Since the current version of PreSES is lim- appropriate, because it allows us to replace missing records with suitable synthetics quake The predicted envelopes were used in this study only when no observations were available The following section presents the source parameter estimates obtained by using vertical acceleration data RESULTS As it can be seen from Figure, the epicentral distances tions vary widely This is reflected in the average time that is needed until additional ground motion information becomes available by subsequent triggered stations The upper plot in hypocenter locations, derived from training the ANNs with - the median The localization errors clearly decrease with ongo- first P reaches a roughly constant level, showing an average error of training events, defined as differences between the estimated the first P-wave trigger, while the largest standard deviation of time step, ie P-wave arrival As time goes on, the standard deviations clearly decrease tions and source parameter estimates obtained by PreSES for a smoothing average procedure to the outputs of neural net- show outliers, eg, caused by unfavorable weight initialization the localization errors are the absolute errors in hypocenter location, ie, including source depths Although the Hector Mine earthquake occurred close to station Hector, it takes 90 s until the P wave arrives at the second-nearest station Another seven stations trig- P wave has constant level with proceeding time The error has an initial moment magnitude estimate of - ing of the second-nearest station, the estimate has improved to tude is estimated, which correlates with ground motion information from nine stations The epicenter of the - 750 Seismological Research Letters Volume 0, Number 5 September/October 009

;<<=>=?;@ABC#D<%EF! G! &'(#)+,#$%- /0&#)!+#$%-! &345#)#$%-! &67#),+#$%- 696#),#$%- + 0:4#)+#$%- 7H6#)#$%- + :0&#)!+,#$%- +! + 0'0#)+#$%- + J&K#),+#$%- +! + LHK#),+!#$%- +! + M'K#)!!+#$%- + + 3N'#)!!+#$%- + + 7O(#)!,+#$%- + + QH&#)P+!#$%- +! P,! @A%=#DFG! Figure Observed (black curves) and predicted (gray curves) ground motion envelopes of vertical acceleration from the Mw 4 Yorba Linda earthquake at the 5 SCSN stations The records start at the earthquake origin time The epicentral distances are given in brackets - which corresponds to two triggered stations For the 60 Parkfield earthquake, the first three sta- P wave s These longer times are because the epicenter is located at a significantly larger distance away from the network compared - Seismological Research Letters Volume 0, Number 5 September/October 009 75

@?ASS=?=T#F@;@ABCF %;SCA@ZT=#=??B?!, P! %=;C %ACU#%;V! P! P + +,(-,)!@X#Y=?<=C@A>= @X#Y=?<=C@A>= @X#Y=?<=C@A>= @X#Y=?<=C@A>= %=;C,)-! P! Figure 3 Top: Mean temporal distribution of the number of triggered stations of all 74 earthquakes (solid line) and their minimum and maximum distributions (dashed lines) Middle: Absolute errors of hypocenter locations for all 74 training events The errors are specified by the 5th, 50th, 75th, and 95th percentiles of the error distributions Bottom: Mean moment magnitude estimates (circles) with standard deviations (error bars) derived from all 74 training events The time axes in the three figures are relative to the time when each P wave triggers the first respective station All source parameter estimates are updated at 05-s intervals tude estimate is the estimate has improved to moment magnitude of stations) t is obvious, however, that in the subsequent seconds the magnitude is slightly overestimated and later slightly underestimated We repeated the analyses presented in this study by replacing all observed ground motion envelopes by predicted ones and also by adding a constant Gaussian noise signal to all predicted envelopes to give them a more realistic shape Both variations did not significantly influence the results, proving the DSCUSSON AND CONCLUSONS This study represents the first application of the early warn- PreSES is based on artificial neural networks and uses the P-wave arrival time differences at a network of seismic stations as well as the ground motion envelopes to estimate the most likely hypocentral location and magnitude of the earthquake The objective of this study was to investigate whether PreSES is able to estimate the source parameters from real earthquake observations instead of from synthetics, as shown by Böse - metrical settings, the 999 the 00 60 Parkfield earthquake more than 0 km, respectively Once the P waves arrive at two to three stations, these errors can be reduced by more than large localization errors, the moment magnitude estimates are of remarkable quality, considering the fact that the estimated hypocenter locations at each time step contribute as inputs for the magnitude estimations Once ground motion information from two stations is available, the magnitude estimates are of - tively The time until the magnitudes are estimated correctly depends strongly on the station density around the epicenter The standard deviations of the source parameter estimates events They show highest values within the first few seconds and clearly decrease with progressing time, demonstrating the inverse relationship between the reliability of estimates and remaining warning time in an EEW system This stresses the importance of updating the source parameter estimates with ongoing time 75 Seismological Research Letters Volume 0, Number 5 September/October 009

L=<@B?#/AC= @?ASS=?=T#F@;@ABCF!!, P!! / [, P!! \B?];#0ACT; @?ASS=?=T#F@;@ABCF!!, P!! / [, P!! 4;?$RA=>T @?ASS=?=T#F@;@ABCF!!, P!! / [, P!!! Figure 4 Number of triggered stations and source parameter estimates of the Mw 7 Hector Mine (top), Mw 4 Yorba Linda (middle), and Mw 60 Parkfield earthquakes (bottom) with ongoing time after triggering of the first station Left: Temporal distribution of the number of triggered stations Middle: Absolute errors of hypocenter locations (solid curves) with mean errors (dotted curves) obtained from the training process in Figure 3 (50th percentile) Right: Moment magnitude estimates (solid curves) with standard deviations derived from the training process (gray-shaded areas) in Figure 3 All curves are smoothed over 65 seconds Rather than presenting a fully operational EEW algorithm, the major objective of this study was to investigate the functionality of PreSES in terms of ) its capability to han- define the problems remaining before a possible future implementation The application of PreSES to real data cases combined with synthetics shows a stable and robust performance The quality of outputs depends neither on the number of missing observations that had to be replaced by predictions nor on added noise ndeed, repeating the test using only predictions did not change the quality of results The major remaining problem of the application of PreSES to stations We are aware that failing stations appear quite frequently in a seismic network However, we are confident that suitable training epochs including various configurations of failing stations can reduce the impact of missing observations or even completely eliminate the effect Our study confirms that ANNs can indeed be suitable and attractive tools for earthquake early warning applications The stability of results discussed above proves the tolerance of ANNs toward various types of input data, which is of great advantage in transferring the method to different regions Our study also shows that the time necessary to obtain reliable source parameter estimates can be reduced by more appropriate geometrical settings and shorter interstation distances, which makes the method generally suitable for dense seismic early warning networks A precondition for application of the method to a new region would be the availability of a suitable training dataset, allow for a vast amount of information n summary, we conclude that the major remaining problems regarding an implementation of PreSES are the Seismological Research Letters Volume 0, Number 5 September/October 009 753

nonfunctional stations, as well as the P-wave detection and, in some study areas, the availability of suitable train- potentially resolvable and we will address them in future work ACKNOWLEDGMENTS This work was funded by the EU project SAFER and the EDM- the German Federal Ministry of Education and Research We would also like to thank the ETH Zurich and the NERES http://wwwdatascecorg/) The topography data used for the Generic Mapping Tools (GMT) map was taken from Satellite Geodesy, Scripps nstitution of Oceanography, http://topexucsdedu/) REFERENCES Alcik, H, O Ozel, N Apaydin, and M Erdik (009) A study on warning algorithms for stanbul earthquake early warning 36 300 D Neuhauser (009) Real-time earthquake detection and haz- 36 Böse, M (006) Earthquake early warning for stanbul using artificial neural networks PhD thesis, Karlsruhe University, Karlsruhe, Germany Bucharest, Romania: Novel and revised scaling relations 34 based approach to earthquake early warning for finite faults 9 Böse, M, E Hauksson, K Solanki, H Kanamori, and T H Heaton (009) Real-time testing of the on-site warning algorithm in 36, ground motion characterization and seismic early warning PhD method: A Bayesian approach to earthquake early warning n, ed P Gasparini, G Manfredi, stanbul earthquake rapid response and the early warning system Espinosa Aranda, J M, A Jimenez, G barrola, F Alcantar, A Aguilar, system 66 Goltz, J D (00) Governor s http://wwwcisnorg/ docs/goltztask-vreportdoc Jones (00) TriNet strong-motion data from the 9 M An automatic processing system for broadcasting earthquake alarms 95 Hoshiba, M, O Kamigaichi, M Saito, S Tsukada, and N Hamada warning starts nationwide in Japan 9 4 mitigation 33, ogy and earthquake hazard mitigation 390 ary earthquake location for seismic early warning 9 Wenzel, F, M Oncescu, M Baur, and F Fiedrich (999) An early warning system for Bucharest 70 (), Potential of earthquake early warning systems 3 Wu, Y, and T Teng (00) A virtual subnetwork approach to earthquake early warning 9 Determination of earthquake early warning parameters, τ and P, 70, - estimation from peak amplitudes of very early seismic signals on strong motion records 33 and P Gasparini (009) Earthquake early warning system in southern taly: Methodologies and performance evaluation 36 Geophysical nstitute Karlsruhe University Hertzstrasse 6 767 Karlsruhe ninakoehler@gpiuni-karlsruhede (N K) 754 Seismological Research Letters Volume 0, Number 5 September/October 009