• Title/Summary/Keyword: s파

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S-velocity and Radial Anisotropy Structures in the Western Pacific Using Partitioned Waveform Inversion (분할 파형 역산을 사용한 서태평양 지역 S파 속도 및 방사 이방성 구조 연구)

  • Ji-hoon Park;Sung-Joon Chang;Michael Witek
    • Economic and Environmental Geology
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    • v.56 no.4
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    • pp.365-384
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    • 2023
  • We applied the partitioned waveform inversion to 2,026 event data recorded at 173 seismic stations from the Incorporated Research Institutions for Seismology Data Managing Center and the Ocean Hemisphere network Project to estimate S-wave velocity and radial anisotropy models beneath the Western Pacific. In the Philippine Sea plate, high-Vs anomalies reach deeper in the West Philippine basin than in the Parece-Vela basin. Low-Vs anomalies found at 80 km below the Parece-Vela basin extend deeper into the West Philippine Basin. This velocity contrast between the basins may be caused by differences in lithospheric age. Low-Vs anomalies are observed beneath the Caroline seamount chain and the Caroline plate. Overall positive radial anisotropy anomalies are observed in the Western Pacific, but negative radial anisotropy is found at > 220 km depth on the subducting plate along the Mariana trench and at ~50 km in the Parece-Vela basin. Positive radial anisotropy is found at > 200 km depth beneath the Caroline seamount chain, which may indicate the 'drag' between the plume and the moving Pacific plate. High-Vs anomalies are found at 40 ~ 180 km depth beneath the Ontong-Java plateau, which may indicate the presence of unusually thick lithosphere due to underplating of dehydrated plume material.

Machine Learning-based Phase Picking Algorithm of P and S Waves for Distributed Acoustic Sensing Data (분포형 광섬유 센서 자료 적용을 위한 기계학습 기반 P, S파 위상 발췌 알고리즘 개발)

  • Yonggyu, Choi;Youngseok, Song;Soon Jee, Seol;Joongmoo, Byun
    • Geophysics and Geophysical Exploration
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    • v.25 no.4
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    • pp.177-188
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    • 2022
  • Recently, the application of distributed acoustic sensors (DAS), which can replace geophones and seismometers, has significantly increased along with interest in micro-seismic monitoring technique, which is one of the CO2 storage monitoring techniques. A significant amount of temporally and spatially continuous data is recorded in a DAS monitoring system, thereby necessitating fast and accurate data processing techniques. Because event detection and seismic phase picking are the most basic data processing techniques, they should be performed on all data. In this study, a machine learning-based P, S wave phase picking algorithm was developed to compensate for the limitations of conventional phase picking algorithms, and it was modified using a transfer learning technique for the application of DAS data consisting of a single component with a low signal-to-noise ratio. Our model was constructed by modifying the convolution-based EQTransformer, which performs well in phase picking, to the ResUNet structure. Not only the global earthquake dataset, STEAD but also the augmented dataset was used as training datasets to enhance the prediction performance on the unseen characteristics of the target dataset. The performance of the developed algorithm was verified using K-net and KiK-net data with characteristics different from the training data. Additionally, after modifying the trained model to suit DAS data using the transfer learning technique, the performance was verified by applying it to the DAS field data measured in the Pohang Janggi basin.

Hypocentral Depth Determination of Gyeongju Earthquake Aftershock Sequence (경주 지진 여진의 진원 깊이 연구)

  • Chung, Tae Woong;Iqbal, Muhammad Zafar
    • Geophysics and Geophysical Exploration
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    • v.20 no.1
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    • pp.49-55
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    • 2017
  • Hypocentral depths of 103 aftershocks of the 12 September 2016 Gyeongju earthquake (ML 5.8) were inverted by epicentral relocation, using HYPO71 and HYPOINVERSE. From the comparison of seven models that reflect regional velocity structure in the southern Korean Peninsula, HYPO71 with linear weighting over the whole range showed less residuals than HYPOINVERSE for the model near the epicenter. Less uncertainties of focal depths were observed for the events with large magnitude and short range of the closest S-phase distance.

Determination of Hypocentral Parameters Using Phase Identification and Two-Point Ray Tracing (파형분석과 두 점을 잇는 파선추적을 이용한 지진요소 결정)

  • 박종찬;김우환
    • Journal of the Earthquake Engineering Society of Korea
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    • v.5 no.5
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    • pp.57-61
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    • 2001
  • This study introduces an algorithm for determination of hypocentral parameters using phase analysis and two-point ray tracing to enhance accuracy and stability of computations. When the magnitude of earthquake is relatively small(usually $m_{b}$<3.2), the PmP phase which looks like the first arrival phase may be observed without observing the Pn phase. In this case, the hypocentral parameters calculated by the existing method using the first arrival of P and S phases and by the method developed in this study using PmP and SmS phases show large differences. The computational results of determination of hypocentral parameters for actual earthquake events show that this method gives much smaller rms errors than the existing methods do.o.

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Polarization Filters Using the Multicomponent Complex Trace Analysis (다성분 복소트레이스를 이용한 분극필터)

  • Kim, Ki-Young;Lee, So-Young
    • 한국지구물리탐사학회:학술대회논문집
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    • 2006.06a
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    • pp.89-94
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    • 2006
  • In order to increase the signal-to-noise ratio in multi-component seismic data, we developed new polarization filters based on the method of multicomponent complex trace analysis. Unlike the previous polarization filters, the present filters separately compute linear and elliptic components at each time sample using amplitude ratio of horizontal and vertical components of body waves and ellipticity of Rayleigh waves. The polarization filters work ideally even with low S/N data. Application of the filters to both synthetic and real seismic data shows that Rayleigh waves of elliptic motions are effectively eliminated and both P and S waves of linear motions are well separated each other.

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창원시 강변 여과 취수 지역 충적 대수층 탄성파 조사

  • 김형수;백건하;이대근;오선환
    • Proceedings of the Korean Society of Soil and Groundwater Environment Conference
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    • 2002.09a
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    • pp.269-272
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    • 2002
  • 창원시 북면과 대산면 강변 여과 취수 지역에서의 탄성파 조사를 통한 충적 대수층의 특성 규명은, 탄성파 조사가 충적 대수층의 수리지질학적 정보를 획득하는데 매우 유용한 방법임을 보여주었다. 특히 굴절법 탐사는 충적층 지하수위 추정에 뚜렷한 효과가 있음을 보여주었으며, 고해상도 반사법 탐사의 경우도 퇴적 구조를 잘 반영하는 것으로 나타났다. 조사된 지역의 지하수위는 하천수위에 비해 약 2m 이상 높은 것으로 나타났으며, 이는 조사된 시기의 지하수가 하천 방향으로 거동하고 있음을 시사한다. 하천 방향의 지하수위 최대 경사는 약 2/100 였으며, 실제 전반적인 조사 지역내의 충적층 지하수위 수두 경사는 이보다 작은 값일 것으로 사료된다. 또한 점토 및 실트질 지층이 조사 지역에 협재하고 있으나 이들의 수평적인 연속성은 한계가 있어 대표적인 대수층인 자갈 혼재층이 부분적으로만 피압 상태에 있을 것으로 판단된다. 한편, 햄머 진원을 이용한 고해상도 반사법 탐사의 경우, 약 40m 전후 심도의 충적층 하부 기반암의 상부를 뚜렷하게 보여주기에는 한계가 있다고 판단되며, P파의 속도와 주파수 문제로 인한 수직 해상력의 한계는 S파 등을 활용한 조사를 통해 보완할 필요가 있다고 사료된다

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Field Experiment Generating Shear Waves by Using french Method (트렌치를 이용한 S 파 발생 현장실험)

  • Lee, Doo-Sung;Kim, Hyoun-Gyu
    • Geophysics and Geophysical Exploration
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    • v.2 no.4
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    • pp.209-214
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    • 1999
  • A field experiment generating shear waves by trench method was conducted at two places in Taejun area. We were able to separate the P- and S-waves by summing and subtracting the vertical and horizontal component of the data recorded at a three component downhole geophone in the borehole. The analysis of the records revealed that the shear waves were polarized to NS and EW directions. The faster shear waves were polarized to NS direction. The NS direction generally agrees with the dominant joints direction observed from the cores collected from the borehole.

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Fault Plane Solutions for the June 26, 1997 Kyong-ju Earthquake (1997년 6월 26일 경주지진의 단층면해 비교해석)

  • Chung, Tae-Woong;Kim, Woo-Han
    • Journal of the Korean Geophysical Society
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    • v.3 no.4
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    • pp.245-250
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    • 2000
  • By using amplitude ratios (SV/P, SH/P, SV/SH) and P and S wave polarities, we obtained fault plane solutions of the June 26, 1997 Kyong-ju earthquake. The solutions show $150{\pm}4^{\circ}$ in strike, $63{\pm}6^{\circ}$ in dip and $65{\pm}7^{\circ}$ in rake, or $18{\pm}12^{\circ}$ in strike, $26{\pm}3^{\circ}$ in dip and $120{\pm}5^{\circ}$ in rake. This result implies the stress field trending ENE-WSW, which is remarkably consistent with the previous results obtained from the moment tensor inversion, and from the composite fault plane solution for the events occurred around the Yangsan fault area.

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Variation of Physical and Microstructural Properties of Limestone caused by Artificial Freezing and Thawing (인공 동결-융해 풍화에 따른 석회암의 물성 및 미세구조 변화 분석)

  • Park, Jihwan;Park, Hyeong-Dong
    • Tunnel and Underground Space
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    • v.25 no.5
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    • pp.435-449
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    • 2015
  • Physical and microstructural properties of Pungchon and Maggol limestone were investigated quantitatively during 50 cycles of artificial freezing and thawing test. There were decrease in dry weight and P,S-wave velocity, and increase in absorption rate in both rock types. Porosity, pore volume, equivalent diameter, throat thickness and pore orientation were analyzed using X-ray computed tomography images. Porosity increased, and initiation and expansion of pores were investigated as weathering progresses. Physical and microstructural variation in Maggol limestone was larger than that of Pungchon limestone because Maggol limestone has more pores and microcracks at initial state. As this study analyzes physical and microstructural properties of rock specimens comprehensively, it can be applied to further rock weathering study and can be used as fundamental data of construction and resource development in cold regions.

Evaluation of Liquefaction Potential for Marine Silty Sand Deposits during Earthquake (서해안 사질토지반의 지진시 액상화 예측)

  • 이희명;정두영
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.6 no.1
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    • pp.23-33
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    • 1994
  • Liquefaction characteristics of the reclaimed marine sand deposits is studied by means of the dynamic response analysis and the cyclic triaxial compression test. 1) From the result of the dynamic response analysis. it was found that the amplification of ground surface maximum acceleration varied with input earthquake motions and soil data, and earthquake coefficients were proposed to be applicable in evaluating liquefaction potential by simplified prediction methods. 2) For upper and soft sand deposits with small N-value, liquefaction strengths estimated by Seed and Idriss's simplified method were lower than those by the cyclic triaxial test while those by Iwasaki & Tatsuoka's or Vs-method were not lower. 3) Simplified methods were inclined to overestimate liquefaction potential in comparison with the dynamic response analysis and the cyclic triaxial compression test Allowable depths of liquefaction(safety factor 1) were estimated to be 7-14m for 0.1 -0.2g of input maximum acceleration.

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