• Title/Summary/Keyword: 파 반사

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Case study on the lake-land combined seismic survey for underground LPG storage construction (LPG 지하저장기지 건설을 위한 수륙혼합 탄성파탐사 사례)

  • Cha Seong-Soo;Park Keun-Pil;Lee Ho-Young;Lee Hee-Il;Kim Ho-Young
    • 한국지구물리탐사학회:학술대회논문집
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    • 2002.09a
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    • pp.101-125
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    • 2002
  • A lake seismic survey was carried out to investigate possible geohazards for construction of the underground LPG storage at Namyang Lake. The proposed survey site has a land-lake combined geography and furthermore water depth of the lake is shallow. Therefore, various seismic methods such as marine single channel high resolution seismic reflection survey, sonobuoy refraction survey, land refraction survey and land-lake combined refraction survey were applied. Total survey amounts are 34 line-km of high resolution lake seismic survey, 14 lines of sonobuoy refraction survey, 890 m of land refraction survey and 8 lines of land-lake combined refraction survey. During the reflection survey, there were severe water reverberations from the lake bottom obscured subsurface profiling. These strong multiple events appeared in most of the survey area except the northern and southern area near the embankment where seems to be accumulated mainly mud dominated depositions. The sonobuoy refraction profiles also showed the same Phenomena as those of reflection survey. Meanwhile the results of the land-lake combined refraction survey showed relatively better qualities. However, the land refraction survey did not so due to low velocity soil layer and electrical noise. Summarized results from the lake seismic survey are that acoustic basement with relatively flat pattern appeared 30m below water level and showed three types of bedrock such as fresh, moderately weathered and weathered type. According to the results of the combined refraction survey, a velocity distribution pattern of the lake bottom shows three types of seismic velocity zone such as >4.5 km/s, 4.5-4.0km/s and <4.0km/s. The major fault lineament in the area showed NW-SE trend which was different from the Landsat image interpretation. A drilling was confirmed estimated faults by seismic survey.

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Application and Improvement of Complex Frequency Shifted Perfectly Matched Layers for Elastic Wave Modeling in the Frequency-domain (주파수영역 탄성파모델링에 대한 CFS-PML경계조건의 적용 및 개선)

  • Son, Min-Kyung;Cho, Chang-Soo
    • Geophysics and Geophysical Exploration
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    • v.15 no.3
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    • pp.121-128
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    • 2012
  • Absorbing boundary conditions are used to mitigate undesired reflections that can arise at the model's truncation boundaries. We apply a complex frequency shifted perfectly matched layer (CFS-PML) to elastic wave modeling in the frequency domain. Modeling results show that the performance of our implementation is superior to other absorbing boundaries. We consider the coefficients of CFS-PML to be optimal when the kinetic energy becomes to the minimum, and propose the modified CFS-PML that has the CFS-PML coefficient ${\alpha}_{max}$ defined as a function of frequency. Results with CFS-PML and modified CFS-PML are significantly improved compared with those of the classical PML technique suffering from large spurious reflections at grazing incidence.

Data Processing using Anisotropic Analysis for the Long-offset Marine Seismic Data of the East Sea, Korea (동해 해역 원거리 해양탄성파 탐사자료의 이방성 분석을 이용한 전산처리)

  • Joo, Yonghwan;Kim, Byoung-yeop
    • Geophysics and Geophysical Exploration
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    • v.23 no.1
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    • pp.13-21
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    • 2020
  • The acquisition and processing of long-offset data are essential for imaging deep geological structures in marine seismic surveys. It is challenging to derive an accurate subsurface image by employing conventional data processing to long-offset data owing to the normal moveout (NMO) stretch and non-hyperbolic moveout phenomena induced by seismic anisotropy. In 2017, the Korea Institute of Geoscience and Mineral Resources conducted a simultaneous two-dimensional multichannel streamer and ocean-bottom seismic survey using a 5.7-km streamer and an ocean-bottom seismometer to identify the deep geological structure of the Ulleung Basin. Herein, the actual geological subsurface structure was obtained via the sequential iterative updating of the velocity and anisotropic parameters of the long-offset data obtained using a multichannel streamer, and anisotropic prestack Kirchhoff migration was performed using the updated velocity and anisotropic parameters as input parameters. As a result, the reflection energy in the long-offset traces, which showed non-hyperbolic moveout owing to seismic anisotropy, was well aligned horizontally and NMO stretches were also reduced. Thus, a more precise and accurate migrated image was obtained, minimizing the distortion of reflectors and mispositioned reflection energy.

Reflection Characteristics of Vortical Slit Caisson Breakwater (종 SLIT형 케이슨 방파제의 반사특성)

  • 이종인;조지훈
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.13 no.4
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    • pp.263-272
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    • 2001
  • Recently, some attempts to construct slit caisson-type breakwaters are made in Korea. Since slit caisson-type breakwaters are suitable for relatively deep sea areas, a lot of theoretical and experimental researches have been performed. In this study, the reflection characteristics of vertical slit caisson breakwaters are investigated based on the measured data in two-dimensional hydraulic model tests with irregular waves. The experiments were conducted for various cases; variation of porosity of perforated-wall, width of wave chamber, number of slits for single-and double-chamber, respectively. It is found that in the case when the wave steepness (H/L$_{s}$ ) is small, the reflection coefficients are large. The existing researches have shown that the wave reflection is minimized when the nondimensional width of wave chamber B/L is about 0.2~0.25 for the regular waves. However, for the irregular waves the reflection is lowest when $B/L_2$, is 0.13~0.15. For a same porosity condition, the wave dissipation is stronger as the width of s1it is larger. The double-chamber caisson is superior to single- chamber caisson in the wave dissipating effects.

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외국의 초음파 이용과 국내 현황

  • 김형철
    • 한우개량
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    • no.5 s.26
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    • pp.10-15
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    • 2000
  • 초음파를 이용하여 가축의 생체 상태에서 도체형질을 추정하기 위한 연구가 50년대부터 시작되었다. 초기에는 초음파 반사파를 진폭으로 표시하는 방식인 A-mode(Amplitude-mode)를 이용하여 가축의 등지방두께 및 등심두께를 측정하였으며, 60년대부터 반사파의 강약을 명암으로 나타내는 B-mode (Brightness-mode) 방식으로 두께 및 면적을 측정하였다. 일본에서는 70년대 후반부터 등심 내 지방교잡을 조사하기 위한 연구가 활발하게 진행되었으나 미국, 유럽 등에서는 최근에서야 비로소 marbling 추정을 위한 연구가 시도되고 있다. 우리나라에서는 90년대 초부터 한우의 경쟁력을 높이기 위하여 육질향상에 중점을 두고 종모우의 조기 선발과 적정한 출하시기 판정에 초음파를 적용시키기 위한 연구가 여러 연구기관 및 학계에서 시도되었으나 인체에서 임신진단용으로 이용되거나 외국의 육우에 사용하던 기종을 한우에 적용시킴으로서 육질능력을 판정하는데 기계의 정확도가 많이 떨어지고 있는 실정이다.

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Development of an Investigation Model for Multi-path Propagation Environment (다중경로 전파환경 분석 모델 개발)

  • Chae, Gyoo-Soo;Lim, Joong-Soo;Kim, Min-Nyun
    • Proceedings of the KAIS Fall Conference
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    • 2008.05a
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    • pp.258-260
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    • 2008
  • 본 논문에서 다중경로 전파환경에서 전파특성을 연구하였다. 목표지점에서 전계의 세기는 직접파와 지면 반사파의 합으로 구성된다. 이 논문에서는 지면의 반사를 고려하여 목표물 근처 공간의 3차원 전계분포를 계산하는 프로그램을 개발하였다. 실제 목표물의 궤적에 따라 목표물의 수신기에서의 신호세기를 예측하는 3차원 모델을 개발 하였다.

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Spatial Variation of Diffracting Wave Amplitudes on the Front and Lee Sides of the Semi-Infinite Breakwater (반무한방파제 전면과 후면에서 회절파의 공간적인 변화)

  • Jung, Jae-Sang;Lee, Changhoon
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.32 no.4
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    • pp.203-210
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    • 2020
  • Spatial variation of diffracting wave amplitudes along a semi-infinite breakwater is investigated using the analytical solution of Penney and Price (1952) for wave diffraction. On the front side of the breakwater, the fluctuation of wave amplitudes due to diffracting waves would cause a wave force greater than that of superposed incident and reflected waves. The diffracting wave phase varies in circular shape from the breakwater tip of (x, y) = (0, 0) whereas the incident and reflected wave phases vary in planar shape. So, the total wave amplitude of the incident (or reflected) waves and the diffracting waves would fluctuate at a position away from the energy discontinuity line. The position (x, y) = (0, y) on the front and lee sides of the breakwater is at a distance y(π/2 - β) of the point on the energy discontinuity line along the diffracting wave crest line. The degree of reduction of the diffraction wave energy is proportional to the distance from the point on the energy discontinuity line along the diffracting wave crest line. Therefore, the diffracting wave amplitudes on the front and lee sides of the breakwater would be inversely proportional to the square root of y(π/2 - β).

Shock Reflection and Penetration Impinging into a Vortex(II) - Theoretical Model - (와동에 입사하는 충격파의 반사 및 투과 (II) -이론적 모델-)

  • Jang, Se-Myeong;Lee, Su-Gap
    • Transactions of the Korean Society of Mechanical Engineers B
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    • v.26 no.9
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    • pp.1319-1324
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    • 2002
  • A theoretical model on shock-vortex interaction is investigated using a numerical technique to solve Navier-Stokes equations. The shock-vortex interaction generated by this model based on the classical Rankin vortex is precisely investigated for a benchmark problem: Dosanjh and Weeks experiment. In terms of shock dynamics, the interaction is categorized to three stages: shock distortion, shock split, and shock-shock interaction. The quadrupolar structure of the sound source produced by the interaction is far supported with the present model, and the difference between experiment and theoretical model is also discussed in this paper.

Runup and Reflection of Waves on Impermeable Slopes of Coastal Structures (불투수성 경사면에서 파의 처오름과 반사)

  • Lee, Cheol-Eung
    • Journal of Industrial Technology
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    • v.21 no.B
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    • pp.175-185
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    • 2001
  • A numerical model is represented to calculate the reflected waves, the runup of waves and the wave induced velocities on impermeable slopes for the normally incident wave trains of nonlinear monochromatic wave and solitary wave. The finite amplitude shallow water equations with the effects of bottom friction are solved numerically in time domain using an explicit dissipative Lax-Wendroff finite difference method. The numerical model is verified by comparisons with the other numerical results, the measured data and asymptotic results. It is found that the uprushing and downrushing of incident waves may be accurately predicted by the present numerical model. Therefore, the present numerical model can be applicable to swells as well as long waves.

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Numerical Analysis of Wave Deformation with Sea Bottom Variation(II) (해저지형 변화에 따른 파랑의 수치해석(II))

  • 김성덕;이성대
    • Water for future
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    • v.20 no.1
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    • pp.49-54
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    • 1987
  • A numerical analysis of the characteristics of wave reflection over rippled beds (sand bars) was carried out By Boundary Element Method(B.E.M) using linear elements. It is assumed that the incident wave is normal and oblique to the rippled beds and the wave may be and the escribed by two-dimensional linear theory. The accuracy of the computational scheme is investigated by comparing the laboratory data, the analytic measured results of the other researchers. The B.E.M results for the normal incident wave is held for the mechanism of the resonant Bragg reflection at the point where the wave length of the bottom undulation is one half the wave length of the surface wave.

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