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JDR Vol.16 No.4 pp. 684-699
(2021)
doi: 10.20965/jdr.2021.p0684

Paper:

Multi-Data Integration System to Capture Detailed Strong Ground Motion in the Tokyo Metropolitan Area

Shin Aoi, Takeshi Kimura, Tomotake Ueno, Shigeki Senna, and Hiroki Azuma

National Research Institute for Earth Science and Disaster Resilience (NIED)
3-1 Tennodai, Tsukuba, Ibaraki 305-0006, Japan

Corresponding author

Received:
September 2, 2019
Accepted:
November 1, 2020
Published:
June 1, 2021
Keywords:
detailed strong ground motion, multi-data integration system, MeSO-net, K-NET/KiK-net, MOWLAS
Abstract

To accurately capture ground motion in the Tokyo metropolitan area, we have developed a multi-data integration system that combines a large amount of ground motion data gathered from nationwide strong-motion seismograph networks (K-NET and KiK-net); Metropolitan Seismic Observation network (MeSO-net), which covers the Tokyo metropolitan area with a high density of about 300 observation stations; observation equipment held by private companies; and smartphone-based seismographs. K-NET, KiK-net, and MeSO-net are operated by National Research Institute for Earth Science and Disaster Resilience. The seismic waveform data recorded by MeSO-net, which are based on borehole observations, are one of the most important data sets for this system. To ensure collection of the waveform data, we strengthened the data center functions and made the collected data available to the public. In addition, to estimate the ground motion at the surface, which is important for disaster prevention, from the waveform data of MeSO-net, we carried out temporary seismic and microtremor array observations on the ground surface at each MeSO-net borehole station, and estimated ground amplification characteristics and the S-wave velocity structure. We also developed a smartphone-based seismograph with the aim of realizing seismic observations for tens of thousands of sites in the future. We recruited monitors to deploy the smartphone seismometers in the Tokyo metropolitan area, and developed a function to notify monitors of the results of a rough evaluation of the soundness of buildings based on observation data acquired during an earthquake. Furthermore, we have developed a Tokyo metropolitan area version of Kyoshin Monitor, the strong motion monitor system, with which the current ground motion in the Tokyo metropolitan area can be captured in real time by integrating and visualizing observation data from K-NET, KiK-net, and MeSO-net on a map on the website. We can capture the propagation of the ground motion in detail directly from the high-density data set integrated from these three networks. In addition, we also integrated data from Super-Dense Real-time Monitoring of Earthquakes (SUPREME) network of Tokyo Gas Co., Ltd., which operates about 4,000 observation stations in the Tokyo metropolitan area, after applying a time correction. We verified the integration method by reproducing the ground motion in the Tokyo metropolitan area during the 2011 Tohoku earthquake. The study findings have made it clear that the ground motion in the Tokyo metropolitan area can be captured in more detail by the integration of data produced by the public and private sectors.

Cite this article as:
S. Aoi, T. Kimura, T. Ueno, S. Senna, and H. Azuma, “Multi-Data Integration System to Capture Detailed Strong Ground Motion in the Tokyo Metropolitan Area,” J. Disaster Res., Vol.16 No.4, pp. 684-699, 2021.
Data files:
References
  1. [1] H. Nakamura, ”Development of Real-Time System for Earthquake Damage Estimation (J-RISQ),” Hyomen Kagaku, Vol.37, pp. 457-458, doi: 10.1380/jsssj.37.457, 2016 (in Japanese).
  2. [2] Fire and Disaster Management Agency, “Final report of study group on the Seismic Intensity Information System for next generation,” 2006, https://www.fdma.go.jp/neuter/topics/houdou/h18/180414-3/180414-3houkoku.pdf (in Japanese) [accessed November 1, 2020]
  3. [3] National Research Institute for Earth Science and Disaster Resilience (NIED), “NIED K-NET, KiK-net, National Research Institute for Earth Science and Disaster Resilience,” doi: 10.17598/NIED.0004, 2019.
  4. [4] S. Aoi, T. Kunugi, H. Nakamura, and H. Fujiwara, “Deployment of new strong motion seismographs of K-NET and KiK-net,” S. Akkar, P. Gulkan, and T. van Eck (Eds.)“Earthquake Data in Engineering Seismology,” pp. 167-186, Springer, doi: 10.1007/978-94-007-0152-6_12, 2011.
  5. [5] H. Fujiwara, T. Kunugi, S. Adachi, S. Aoi, and N. Morikawa, “New K-NET: Development of real-time system for strong-motion observation,” J. of Japan Association for Earthquake Engineering, Vol.7, No.2, pp. 2-16, doi: 10.5610/jaee.7.2_2, 2007 (in Japanese and English abstract).
  6. [6] Japan Meteorological Agency, https://www.data.jma.go.jp/svd/eew/data/suikei/kaisetsu.html (in Japanese) [accessed November 1, 2020]
  7. [7] National Research Institute for Earth Science and Disaster Resilience (NIED), “NIED MOWLAS,” doi: 10.17598/NIED.0009, 2019.
  8. [8] S. Aoi, Y. Asano, T. Kunugi, T. Kimura, K. Uehira, N. Takahashi, H. Ueda, K. Shiomi, T. Matsumoto, and H. Fujiwara, “MOWLAS: NIED observation network for earthquake, tsunami and volcano,” Earth Planets Space, Vol.72, Article No.126, doi: 10.1186/s40623-020-01250-x, 2020.
  9. [9] N. Hirata, S. Sakai, H. Sato, K. Satake, and K. Koketsu, “An Outline of the Special Project for Earthquake Disaster Mitigation in the Tokyo Metropolitan Area – Subproject I: Characterization of the plate structure and source faults in and around the Tokyo Metropolitan area,” Bull. Earthq. Res. Inst. Univ. Tokyo, Vol.84, pp. 41-56, 2009 (in Japanese).
  10. [10] S. Sakai and N. Hirata, “Distribution of the Metropolitan Seismic Observation network,” Bull. Earthq. Res. Inst. Univ. Tokyo, Vol.84, pp. 57-69, 2009 (in Japanese).
  11. [11] K. Kasahara, S. Sakai, Y. Morita, N. Hirata, H. Tsuruoka, S. Nakagawa, K. Nanjo, and K. Obara, “Development of the Metropolitan Seismic Observation network (MeSO-net) for Detection of Mega-thrust beneath Tokyo Metropolitan Area,” Bull. Earthq. Res. Inst. Univ. Tokyo, Vol.84, pp. 71-88, 2009 (in Japanese).
  12. [12] Data Use and Application Council for Resilience, https://forr.bosai.go.jp/e/dekatsu.html [accessed November 1, 2020]
  13. [13] T. Furuya and N. Hirata, “Interdisciplinary and Industry-Academia Collaboration Research for Enhancing Social Resilience to Natural Disasters in the Tokyo Metropolitan Area –DEKATSU Activity–,” J. Disaster Res., Vol.16 No.4, 2021.
  14. [14] H. Fujiwara, H. Azuma, S. Naito, S. Senna, H. Nakamura, K. Hao, M. Yoshida, N. Yuki, and Y. Hirayama, “A Sharing System on Earthquake Response Information of Buildings Using a Sensor Cloud Technology,” J. of Japan Association for Earthquake Engineering, Vol.13, No.5, pp. 44-61, doi: 10.5610/jaee.13.5_44, 2013 (in Japanese).
  15. [15] Y. Shimizu, K. Koganemaru, W. Nakayama, and F. Yamazaki, “Development of Super-dense Real-time Monitoring of Earthquakes (SUPREME),” Proc. of the 26th JSCE Earthquake Engineering Symp., pp. 1285-1288, 2001 (in Japanese).
  16. [16] K. Miyakawa and S. Sakai, “Development of a Spectrogram Analysis Tool for Seismic Waveform Data and its Application to MeSO-net for Noise Survey,” Technical Research Report, Earthquake Research Institute, The University of Tokyo, No.14, pp. 13-22, 2008 (in Japanese).
  17. [17] T. Urabe, “A Common Format for Multi-Channel Earthquake Waveform Data,” Abst. Fall Meet. Seismo. Soc. Jpn., p. 24, 1994 (in Japanese).
  18. [18] K. Shiomi, S. Sasaki, S. Sakai, K. Kasahara, S. Sekine, S. Nakagawa, K. Obara, N. Hirata, and T. Tanada, “Estimation of the Azimuth of MeSO-net Borehole Seismometers Based on Long-period Seismic Ground Motion,” Bull. Earthq. Res. Inst. Univ. Tokyo, Vol.84, pp. 115-125, 2009 (in Japanese).
  19. [19] M. Kano, H. Nagao, S. Sakai, S. Nakagawa, S. Mizusako, M. Hori, N. Hirata, K. Shiomi, and R. Honda, “Azimuth Verification of the MeSO-net Seismographs,” Zisin, Vol.68, pp. 31-44, doi: 10.4294/zisin.68.31, 2015 (in Japanese and English abstract).
  20. [20] Y. Morita, S. Sakai, S. Nakagawa, K. Kasahara, N. Hirata, H. Kagami, T. Kato, and M Sato, “Development of an Intelligent Data Transmission Protocol for MeSO-net System – Autonomous Cooperative data Transfer (ACF) Protocol,” Bull. Earthq. Res. Inst. Univ. Tokyo, Vol.84, pp. 89-105, 2009 (in Japanese).
  21. [21] M. Sakaue, S. Sakai, and S. Nakagawa, “Construction of Seismic Observation Stations in the Tokyo Wan Aqua-line (Umihotaru and Kaze no tou) for the Special Project for Earthquake Disaster Mitigation in Tokyo Metropolitan Area,” Technical Research Report, Earthquake Research Institute, The University of Tokyo, No.18, pp. 9-27, 2012 (in Japanese).
  22. [22] M. Sakaue, N. Hirata, and K. Koketsu, “Construction of Seismic Observation Stations in the Daini Kaiho in the Tokyo Bay for the Special Project for Earthquake Disaster Mitigation in Tokyo Metropolitan Area,” Technical Research Report, Earthquake Research Institute, The University of Tokyo, No.15, pp. 1-19, 2009 (in Japanese).
  23. [23] S. Nakagawa, H. Tsuruoka, Y. Kawakita, S. Sakai, and N. Hirata, “Buildup and Operation of MeSO-net Data Center,” Bull. Earthq. Res. Inst. Univ. Tokyo, Vol.84, pp. 107-114, 2009 (in Japanese).
  24. [24] https://www.mesonet.bosai.go.jp/mrportal/top (in Japanese) [accessed November 1, 2020]
  25. [25] National Research Institute for Earth Science and Disaster Resilience (NIED), “NIED MeSO-net,” doi: 10.17598/NIED.0023, 2021.
  26. [26] K. Aki, “Space and time spectra of stationary stochastic waves, with special reference to microtremors,” Bull. Earthq. Res. Inst. Univ. Tokyo, Vol.35, pp. 415-457, 1957.
  27. [27] I. Cho, S. Senna, and H. Fujiwara, “Miniature array analysis of microtremors,” Geophysics, Vol.78, pp. KS13-KS23, doi: 10.1190/geo2012-0248.1, 2013.
  28. [28] K. Konno and S. Kataoka, “An estimating method for the average S-wave velocity of ground from the phase velocity of Rayleigh wave,” Proc. of Japan Society of Civil Engineering, Vol.647, pp. 415-423, 2000 (in Japanese with English abstract).
  29. [29] T. Satoh, C. J. Poran, K. Yamagata, and J. A. Rodriguez, “Soil profiling by spectral analysis of surface waves,” Proc. 2nd Int. Conf. on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, pp. 1429-1434, 1991.
  30. [30] P. C. Pelekis and G. A. Athanasopoulos, “An overview of surface wave methods and a reliability study of a simplified inversion technique,” Soil Dyn. Earthquake Eng., Vol.31, pp. 1654-1668, doi: 10.1016/j.soildyn.2011.06.012, 2011.
  31. [31] H. Arai and K. Tokimatsu, “S-Wave velocity profiling by inversion of microtremor H/V Spectrum,” Bull. Seismol. Soc. Am., Vol.94, pp. 53-63, doi: 10.1785/0120030028, 2004.
  32. [32] S. Naito, H. Azuma, S. Senna, M. Yoshizawa, H. Nakamura, K. Hao, H. Fujiwara, Y. Hirayama, N. Yuki, and M. Yoshida, “Development and Testing of a Mobile Application for Recording and Analyzing Seismic Data,” J. Disaster Res., Vol.8, No.5, pp. 990-1000, doi: 10.20965/jdr.2013.p0990, 2013.
  33. [33] https://www.jishincheck.com (in Japanese) [accessed November 1, 2020]
  34. [34] H. Azuma, “Current Status and Issues on Building Installation of Seismic Measurement Application,” The 36th JSNDS Annual Conf., 2017 (in Japanese).
  35. [35] http://www.kmoni.bosai.go.jp/ (in Japanese) [accessed November 1, 2020]
  36. [36] T. Kunugi, S. Aoi, H.Nakamura, W. Suzuki, N. Morikawa, and H. Fujiwara, “An improved approximating filter for real-time calculation of seismic intensity,” J. of the Seism. Soc. of Jpn. 2nd ser., Vol.65, pp. 223-230, doi: 10.4294/zisin.65.223, 2013 (in Japanese and English abstract).

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