IAG-IASPEI 2017

Presentation information

Oral

Joint Symposia » J04. Geohazard early warning systems

[J04-1] Geohazard early warning systems I

Thu. Aug 3, 2017 8:30 AM - 10:00 AM Intl Conf Room (301) (Kobe International Conference Center 3F, Room 301)

Chairs: Yih-Min Wu (National Taiwan University) , Mitsuyuki Hoshiba (Meteorological Research Institute, JMA)

9:30 AM - 9:45 AM

[J04-1-04] A new methodology for Earthquake Early Warning (EEW) by a high-dense seismic network deployed at interstation distance of less than 5 km

Kenji Kanjo (Takamisawa Cybernetics Co.ltd.,Tokyo,Japan)

Many of current EEW systems issue estimated intensity distribution maps according to empirical attenuation relationships which require information of source parameters and focal distance. These information are determined based on point source model which is not applicable for finite source model of large earthquakes. EEW is essential for the source area of inland earthquakes where heavy damages are expected. In most cases, EEW is issued lately in the source area which described as “a blind zone". Seismic networks, in case of Japan, are deployed for the determination of hypocenter at about 20-30 km interstation distance. That span delays the detection of P-wave arrivals by about 3-4 s. In this study, we present a new methodology for EEW which used peak ground acceleration (PGA) estimated from P wave, taking advantage of the differential velocity (i,e., ~1.73) and the amplitude ratio (i,e., ~1/5) of P and S-waves. The efficiency of this method suggests the distribution of a high-dense seismic network of 5 km interstation distance, considering a span distance less than that of velocity of P-wave (i,e., 6 km/s). The slowness analysis of P waves tells information of the rupture starting point and its depth. Firstly, peak ground acceleration (PGA) on free surface is estimated from maximum P-wave amplitude in one-second time step until the arrival of S-wave at the first detected station, and then adjusted to that on the engineering base (PGAE) by eliminating the site effect. Secondly, we estimate PGAE on far site from a relevant attenuation relationship and adjusted to PGA considering site amplification. Finally, we issue real-time intensity map in every second time step till the declining of PGA. The described method is useful to improve EEW system and also to perform disaster estimation immediately after the occurrence of large event, in order to avoid data extrapolation and the time consuming waveform inversion analysis.