• Title/Summary/Keyword: 실체파규모

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Seismic Moment Conversion of instrumented Earthquakes in and around the Korean Peninsula (Ⅰ):from$m_b$or$m_s$to$m_0$ (한반도 및 인근 지역 계기지진의 지진모멘트 환산(Ⅰ):$m_b$또는 $m_s$에서$m_0$)

  • No, Myeong-Hyeon;Lee, Sang-Guk;Choe, Gang-Ryong
    • Journal of the Korean Geophysical Society
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    • v.4 no.1
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    • pp.47-55
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    • 2001
  • conversion equations to calculate seismic moment(M_0) from body-wave magnitude(m_b), surface-wave magnitude(M_s), or both were derived by using 50 earthquakes occurred within 32~44°N and 123~133°E whose M_0 were determined together with m_b or M_s. We divided those earthquakes into the deeper and the shallower ones based on the reference focal depth of 70 km. The unit of M_0 is dyne-cm. In case of M_s, the deeper earthquakes exhibit the higher seismic moment than the shallower ones. Standard deviations associated with conversion equations for deeper and shallower earthquakes are 0.25 and 0.16, respectively, in moment magnitude. , for deeper earthquakes , for shallower earthquakes. In case of m_b, the dependence of conversion equation on focal depth is not clearly observed. Associated standard deviation is 0.28 in moment magnitude. In case that both m_b and M_s were determined, a new magnitude, , were defined for shallower earthquakes to derive a more stable conversion equation. Associated standard deviation is 0.14 in moment magnitude. Conversion equations above can be used to unify the earthquake size into a single magnitude type, i.e., moment magnitude, in and around the Korea Peninsula.

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Validation on the Bodywave Magnitude Estimation of the 2017 DPRK's Nuclear Test by Source Scaling (지진원 상대비율 측정법을 이용한 2017년 북한 핵실험의 실체파 규모 검증)

  • Kim, Tae Sung
    • Economic and Environmental Geology
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    • v.51 no.6
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    • pp.589-593
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    • 2018
  • Democratic Peoples' Republic of Korea (DPRK) conducted the $6^{th}$ underground nuclear test at the Punggye-ri underground nuclear test site on September 27, 2017 12 hours 30 minutes of Korean local time. Comprehensive Nuclear-Test Ban Treaty Organization (CTBTO) under U.N. announced the body wave magnitude of the event was mb 6.1 while U.S. Geological Survey (USGS)'s calculation was mb 6.3. In this study, the differences of the magnitude estimates were investigated and verified. For this purpose, a source scaling between the $5^{th}$ and $6^{th}$ event, which's epicenters are 200 meters apart, was performed using seismic data sets from 30 broadband stations. The relative amplitude variations of the $6^{th}$ event compared to the $5^{th}$ event in the frequency domain was analyzed through the scaling. The increased amount of the bodywave magnitude $m_b$ for the $6^{th}$ event was calculated at 1 Hz, which was compared to those from USGS and CTBTO's calculations.

Monitoring North Korea Nuclear Tests: Comparison of 1st and 2nd Tests (북한 핵실험 모니터링 : 1, 2차 비교)

  • Chi, Heon-Cheol;Park, Jung-Ho;Kim, Geun-Young;Che, Il-Young;Sheen, Dong-Hoon;Shin, Jin-Soo;Cho, Chang-Soo;Lee, Hee-Il
    • Geophysics and Geophysical Exploration
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    • v.13 no.3
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    • pp.243-248
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    • 2010
  • Two suspicious events, which were claimed as underground nuclear tests by North Korea, were detected in the northern Korean Peninsula on October 9, 2006 and May 25, 2009. The KIGAM and Korea-China Joint seismic stations are distributed uniformly along the boundaries between North Korea and adjacent countries. In this study, the data from broadband stations with the distance of 200 to 550 km from the test site are used to analyze and compare two nuclear tests of North Korea. By comparing the time differences of the Pn-wave arrival times of 1st and 2nd tests at multiple stations, the relative locations of two test sites could be calculated precisely. From the geometrical calculation with the velocity of Pn wave $V_{Pn}$ = 8 km/s, the 2nd test site is estimated to move in the WNW direction from 1st one with the distance of 2 km. Body wave magnitude, mb of the 2nd test, which was announced officially as the network average of 4.5, varies widely with the directional location of stations from 4.1 to 5.2. The magnitude obtained from Lg wave, $m_b$(Lg), shows less variation between 4.3 to 4.7 with the average of 4.6. The moving-window spectra of time traces of 1st and 2nd tests show very similar pattern with different scale level. In addition, the corner frequencies of P wave of 1st and 2nd tests at each station show no or negligible difference. This indicates the burial depths of two tests might be very similar. The relative yield amount of the 2nd test is estimated 8 times larger than that of the 1st from the weighted average of ground-velocity amplitude ratios.

Seismic Studies on Ground Motion using the Multicomponent Complex Trace Analysis Method (다성분 복소 트레이스 분석법을 이용한 지진파 입자운동 연구)

  • Lee, So-Young;Kim, Ki-Young;Kim, Han-Joon
    • Journal of the Korean Geophysical Society
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    • v.3 no.1
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    • pp.37-48
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    • 2000
  • In order to investigate in-line ground motions caused by earthquakes, we examine the multicomponent complex trace analysis method (MCTAM) for the synthetic data and apply it to real earthquake data. An experimental result for synthetic data gives correct information on the arrival times, duration of individual phases, and approaching angles for body waves. Rayleigh waves are also easily identified with the MCTAM. A deep earthquake with magnitude of 7.3 was chosen to test various polarization attributes of ground motions. For P waves, instantaneous phase difference between the vertical and the in-line horizontal components ${\phi}(t)$, instantaneous reciprocal ellipticity ${\rho}(t)$, and approaching angle ${\tau}(t)$ are computed to be ${\pm}180^{\circ},\;0{\sim}0.25,\;and\;-30^{\circ}{\sim}-45^{\circ}$, respectively. For S waves, ${\phi}(t)$ tends to vary while ${\rho}(t)$ have values of $0{\sim}0.3\;and\;{\tau}(t)$ remains near vertical, respectively. A relatively low frequency signal registered just prior to the S wave event is interpreted as a P-wave phase based on its polarization characteristics. Velocities of P and S waves are computed to be 8.633 km/s and 4.762 km/s, and their raypath parameters 0.074 s/km and 0.197 s/km. Dynamic Poisson's ratio is obtained as 0.281 from the velocities of P and S waves.

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Achievement of Excavation of Gwiam(Turtle Rock) and Nakseojae Restoration in Bogil-do Yun,Seondo Wonlim (보길도 윤선도원림(명승 제34호) 낙서재지역 원형복원과 귀암(龜巖) 발굴의 성과)

  • Lee, Won-Ho
    • Journal of the Korean Institute of Traditional Landscape Architecture
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    • v.30 no.3
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    • pp.111-120
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    • 2012
  • This study regards a series of achievement on Wonlim(Garden) Cultural Properties Excavation Project, led by field of landscape architecture. It will mainly describe excavation results of Gwiam(龜巖: Turtle rock) and historical value of it in terms of Nakseojae(樂書齋) restoration in Bogil-do Yun,Seondo Wonlim(Scenic Sites, No.34). Gwiam(Turtle rock) was found 14.6m apart from the north of Nakseojae, and it covered with 10~15m topsoil tilted toward Nakseojae, The size of Gwiam, which was Granite, was 360cm length, 270cm width, 95cm high. The Edge of Gwiam's North west part was of triangular shape forming Turtle head. The back of the Turtle head was form of Tortoise-shell because of wide backboard with both side groove. The southeast part of Gwiam projected was Turtle's tail. This Granite was obvious Turtle shape artificially made, and there are less likely to relocate from place to place. This Turtle-shaped Gwiam is important landmark for Nakseojae, which is one of the four spiritual creatures written in Bogildoji(甫吉島識) and Gosanyugo(孤山遺稿) by Yunwi. According to Bogildoji, it is estimated that Gwiam were on the axis with Soeunbyung(小隱屛), Nakseojae and was buried when Yiguan(Gosan's grandson) reconstructed a building. Also, it was place for enjoying the moon. But, Even after three times excavation in Nakseojae, there was no way to identify further information regarding Gwiam, so it was a matter of mystification. As a result of this study, Gwiam is laid bare to light in at least 260 years, so it is good example for boosting importance of landscape architecture field and restoring Nakseojae. Furthermore, firm base-soil was discovered in 135m high Rock Mass below, so natural ground of Nakseojae can be estimated by this basis. To be conclusion, Preservation Process for Gwiam and Estimation Space through interpretation of four spiritual creatures(四靈) in Gosan's Poetry should be continue.