• Title/Summary/Keyword: 경사입사

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The characteristics of tilted grating in depressed- and step- index fiber and its application (Depressed index type과 Step index type 광섬유에서의 경사진 브래그격자 특성과 응용)

  • 권서원;이상배;최상삼;박진우
    • Journal of the Korean Institute of Telematics and Electronics D
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    • v.35D no.12
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    • pp.83-91
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    • 1998
  • Fiber Bragg grating which has a blazed ang1e to the plane of incident wave generates a side-mode as well as main-mode. The side-mode has an identical characteristics with a long period grating that couples with a cladding mode, so rejects the special wavelength. We experimented on the side-mode characteristics with two fibers which Ge doped depressed index fiber and very high photosensitive H$_2$ loaded step index fiber according to the tilted angle. Also, using a phase mask equipped with rotation plate which has 0.02$^{\circ}$ resolution, we can control the bandwidth and the peak value of a total loss spectrum by aligned tilted grating in a fiber and using this, tried to compose the ASE band rejection filter of the Erbium doped fiber amplifier.

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Experimental Study on Impact Pressure at the Crown Wall of Rubble Mound Seawall and Velocity Fields using Bubble Image Velocimetry (기포영상유속계와 복합파고계를 활용한 경사식 호안 전면에서 쇄파의 형태에 따른 충격쇄파압의 분류)

  • Na, Byoungjoon;Ko, Haeng Sik
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.34 no.4
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    • pp.119-127
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    • 2022
  • To investigate varying wave impact pressure exerting at the crest wall of rubble mound seawall, depending on breaking wave properties, regular waves with different wave periods were generated. Wave velocity fields and void fraction were measured using bubble image velocimetry and simple combined wave gauge system (Na and Son, 2021). For the waves with shorter wave period, maximum horizontal velocity was less reduced compared to incident wave speed while breaking-induced air entrainment was occurred intensely, leading to a significant reduction of wave impact pressure at the crest wall. For the waves with longer wave periods, less air wave entrained and the wave structure followed a flip-through mode (Cooker and Peregrine, 1991), resulting in an abrupt increase of the impact pressure.

Analysis of Penetration Phenomenon of High Altitude Electromagnetic Pulse into Buried Facilities with Various Moisture Content and Depth (수분 함유량 및 지하 구조물 깊이에 따른 고고도 전자기파(HEMP) 투과 현상 분석)

  • Kang, Hee-Do;Oh, Il-Young;Yook, Jong-Gwan
    • The Journal of Korean Institute of Electromagnetic Engineering and Science
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    • v.24 no.6
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    • pp.644-653
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    • 2013
  • In this paper, a formulation for obliquely incident electromagnetic wave has been presented for an analysis of highpower electromagnetic pulse penetration into multilayered dispersive media. Based on generalized models of measured dielectric constants and propagation channels reflecting the Earth's general features, the propagation phenomenon of the obliquely incident early-time(E1) high altitude electromagnetic pulse(HEMP) is analyzed. In addition, the polarization and critical angle are also considered. It is found that the total reflection occurs at an incident angle of about 38 degrees at the soil-rock interface, and that the parallel-polarized E1 HEMP penetrates better than the perpendicular-polarized one. The peak level of the penetrating electric field is found to be 5.6 kV/m at normal incidence, regardless of the type of polarization, and E1 HEMP is greatly reduced near the critical angle. Moreover, the penetrating E1 HEMP is analyzed as a variation of moisture content and depth of materials, resulting E1 HEMP could be useful in determining the levels of shielding required for buried facilities.

Superelevation and Bed Variation Due to Attack Angle of Submerged Vanes in Curved Channel (수제 입사각에 따른 개수로 만곡부의 편수위와 하상변동)

  • Park, Sang Deog;Paik, Joongcheol;Jeon, Woo Sung;Lee, Hyun Jae
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.39 no.2
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    • pp.297-306
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    • 2019
  • Since the centrifugal force acts on the flow in the curved channel, a transverse water surface gradient occurs and the thalweg is biased toward the outer bank. The submerged vanes may be used to solve various engineering problems of the curved channels. In order to analyze the influence of an attack angle and the distance between the vane arrays on the river bed variation and the superelevation in a bend, movable bed hydraulic experiments were conducted in a $90^{\circ}$ curved rectangular channel of a small-size gravel bed. Installing the submerged vanes in the bend increases the maximum scour depth. But if vanes are installed in a uniform obtuse angle, the scour depth may be reduced. If the flow rate in the channel bend with vanes equals to the channel forming discharge, the location of the maximum scour depth moved to the downstream and the superelevation increased. However if the flow rate is smaller than that, the location of the maximum scour depth moved upstream and the superelevation decreased. The channel bed change and the superelevation due to the installation of the submerged vanes have been dependent on the interaction of the attack angle, the flow rate, and the distance between the arrays.

Numerical Analysis of Waves coming with Oblique Angle to Submerged Breakwater on the Porous Seabed (침투층 위의 잠제에 경사각을 가지고 입사하는 파랑의 수치해석)

  • Kim, Nam-Hyeong;Woo, Su-Min
    • Journal of Navigation and Port Research
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    • v.37 no.3
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    • pp.283-289
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    • 2013
  • Wave profiles coming with oblique angle to trapezoidal submerged breakwater on the porous seabed are computed numerically by using a boundary element method. The analysis method is based on the wave pressure function with the continuity in the analytical region including fluid and structure. When compared with the existing results on the oblique incident wave, the results of this study show good agreement. The fluctuation of wave profiles is increased in the rear of the submerged breakwater due to the increase of the transmission coefficient, as the incident angle increases. In addition, in the case of the wave profiles passing over the submerged breakwater on porous seabed, it is able to verify that the attenuation of wave height occurs more significantly due to the wave energy dissipation than that of passing over the submerged breakwater on the impermeable seabed. The results indicate that wave profile own high dependability regarding the change of oblique incident waves and porous seabed. Therefore, the results of this study are estimated to be applied as an accurate numerical analysis referring to oblique incident waves and porous seabed in real sea environment.

열적 산화된 실리콘 나노구조의 표면 및 무반사 특성

  • Im, Jeong-U;Jeong, Gwan-Su;Yu, Jae-Su
    • Proceedings of the Korean Vacuum Society Conference
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    • 2013.02a
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    • pp.316-316
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    • 2013
  • 실리콘(Si)은 이미지 센서, 포토검출기, 태양전지등 반도체 광전소자 분야에서 널리 사용되고 있는 대표적인 물질이다. 이러한 소자들은 광추출 또는 광흡수 효율을 향상시키는 것이 매우 중요하다. 그러나 Si의 높은 굴절율은 표면에서 30% 이상의 반사율을 발생시켜 소자의 성능을 저하시킨다. 따라서, 표면에서의 광학적 손실을 줄이기 위한 효과적인 무반사 코팅이 필요하다. 최근, 우수한 내구성과 광대역 파장 및 다방향성에서 무반사 특성을 보이는 서브파장 주기를 갖는 나노격자(subwavelength grating, SWG) 구조의 형성 및 제작에 관한 연구가 활발히 진행되고 있다. 이러한 구조는 경사 굴절율 분포를 가지는 유효 매질을 형성시킴으로써 Fresnel 반사율을 감소시킬 수 있어 반도체 소자 표면에서의 광손실을 줄일 수 있다. 그러나, SWG나노구조는 식각에 의한 표면 결함(defects)들이 발생하게 된다. 이러한 결함은 표면에서의 재결합 손실을 발생시켜 소자의 성능을 크게 저하시킨다. 이러한 문제를 해결하기 위해, 표면 보호막 및 무반사 코팅 층을 목적으로 하는 산화막을 표면에 형성시키기도 한다. 따라서 본 실험에서는 레이저간섭리소그라피 및 건식 식각을 이용하여 Si 기판에 SWG 나노구조를 형성하였고, 제작된 샘플 표면 위에 실리콘 산화막(SiOx)을 furnace를 이용하여 형성시켰다. 제작된 샘플들의 표면 및 식각 profile은 scanning electron microscope를 사용하여 관찰하였으며, UV-vis-NIR spectrophotometer 를 사용하여 빛의 입사각에 따른 반사율을 측정하였고, 표면 접촉각 측정 장비를 이용하여 표면 wettability를 조사하였다.

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Variation of Wave Set-Up/set-Down due to the Evaluation of Radiation Stress (라디에이션 응력의 평가방법에 따른 평균수위변화)

  • 김경호;차기욱;조재희;윤영호
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.5 no.4
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    • pp.263-270
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    • 1993
  • A study on the variation of radiation stress and mean water level is carried out for the shoaling and breaking waves on a plane beach. In general, the radiation stresses computed based on the linear wave theory are overestimated. which results in the discrepancy between the computed results and laboratory data of mean water level in the surf zone. In this paper, by modifying the Svendsen's approach (1984), radiation stress is expressed in terms of water depth. The computed results are compared with the results calculated by a linear wave theory and Sawaragi's approach (1984) based on the spectrum of breaking wave components, and published laboratory data. The computed results of the modifed Svendsen's approach are favourably compared with the laboratory data.

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Experimental Study for Wave Energy Convertor using Floating Light Buoy (등부표를 이용한 파력발전에 관한 실험적 연구)

  • Oh, Nam Sun;Jeong, Shin Taek;Ko, Dong Hui
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.27 no.1
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    • pp.50-55
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    • 2015
  • In this paper, wave energy convertors which convert incident wave energy into electric power using floating light buoy are investigated. One-tenth models of a floating light buoy, straight line and seesaw type electric power plant are manufactured and tested in wave flume. In these systems, we measure the horizontal and vertical slope, generated current and power of buoy with different wave heights and periods. This was confirmed the capability of getting electric power, then we suggest further works to get more efficiency.

Numerical Simulation of Wind Induced Circulation in a Thermally Stratified Flow (수온성층흐름에서 바람에 의해 발생하는 순환흐름해석)

  • Lee, Jin Woo;Cho, Yong-Sik
    • 한국방재학회:학술대회논문집
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    • 2011.02a
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    • pp.44-44
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    • 2011
  • 저수지와 같은 갇혀진 수체는 상류에서 유입되는 오염물질 뿐만 아니라 성층현상에 의해서도 오염될 수 있다. 안정된 성층은 혐기성 조건을 제공하여 바닥에서의 과도한 조류성장을 유발하고 연직순환흐름을 방해한다. 갇혀진 수체에서의 연직순환은 환경적인 문제를 감소시킬 수 있도록 중요한 역할을 한다. 갇혀진 수체에서의 연직순환은 이러한 오염을 줄이는데 중요한 역할을 하는데, 연직순환을 일으키는 인자로는 빛의 입사, 바람, 물의 온도 및 열의 확산 등이 있으며, 그중에서도 가장 중요한 것은 바람의 영향이다. 그러므로 성층화된 흐름에서 바람에 의해 발생하는 연직순환에 대한 수치모형을 개발하고 적용하는 것이 필요하다. 본 연구에서는 수온성층흐름에서의 순환흐름을 해석하기 위하여 유속성분을 계산하고 자유수면 변위와 온도, 염도등과 같은 스칼라양의 해석을 위해 다음과 같은 3단계의 방법을 이용하였다. 첫 번째 단계(정수압 계산단계)에서는 운동량 방정식의 경사항을 음해적으로 해석하고, 두 번째 단계(자유수면 보정단계)에서는 자유수면의 변화를 계산하고 수평방향 유속성분을 계산한다. 예측-수정자 방법(predictor-corrector step method)을 이용하여 자유수면변위와 유속을 구하였다. 마지막으로 세 번째 단계(이송-확산단계)에서는 이송-확산 방정식을 이용하여 스칼라양을 계산하였다. 본 연구에서 제시한 모형의 정확도를 검증하기 위하여 정사각형수조에서 진동하는 자유수면의 해석해와 비교하였고, 성층화된 흐름에서 발생하는 연직순환에 대하여 수치모의를 실시하였다. 그 결과, 본 연구에서 개발된 수치모형이 흐름 내부의 현상을 잘 묘사함을 알 수 있었다.

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A Numerical Simulation on the Formation of Coastal Cliff (해안단애의 형성에 관한 수치모의)

  • Kim, Nam-Hyeong;Kang, Hyeon-U;Shin, Moon-Seup;Nishi, Ryuichiro
    • Journal of the Korean GEO-environmental Society
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    • v.3 no.2
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    • pp.71-79
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    • 2002
  • A numerical simulation has been performed on the generation of the coastal cliff which lies as the distinct boundary between the beach and the hinterland. As a result of storm surge, it is known that the steeper the initial beach slope, the larger the generation of the coastal cliff. The rise of water level added the mean water level accelerates the generation of the coastal cliff. In addition, the longshore distribution of the incident wave height is one factor that bring about the generation of the non-uniform coastal cliff in longshore direction. Therefore this study will be able to use for expecting the formation and erosion of coastal cliff in sand beach.

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