http://chineseinput.net/에서 pinyin(병음)방식으로 중국어를 변환할 수 있습니다.
변환된 중국어를 복사하여 사용하시면 됩니다.
Sluice Gate를 이용한 고립파 발생조건에 따른 형상 및 압력 특성에 관한 실험적 연구
조재남 ( Jae Nam Cho ),김동현 ( Dong Hyun Kim ),이승오 ( Seung Oh Lee ) 한국안전학회(구 한국산업안전학회) 2016 한국안전학회지 Vol.31 No.2
Recently, coastal erosion has been widely in progress and the erosion level becomes also serious in the world wide, espeically in East Sea in Korea. Since it would threaten the life, economics and security risk, it is necessary to much comprehend the reason why coastal erosion has occurred according to the geographical characteristics. Meanwhile, analysis about hydrodynamics of the solitary wave such as tunami in swash zone is needed for the best management practice of coastal erosion. Solitary wave is nonlinear wave and can be reproduced in the laboratoy scale by openning suddenly a sluice gate with water head difference, of which methodology was found in the literature, since it could be simply determined by a significant wave height. Thus, in this sutdy the generation of solitary wave was experimentalized using the sluice gate. Experimental conditions were classified by angles of a beach slope, a water level in a beach slope and a difference of water level between in a headtank and a channel bed. Two kinds of dimensionless analyses based from experimental results in this study were presented; the first analysis indicates nondimensionalization between the wave height and the water level in a beach slope in order to investigate characteristics of solitary wave approaching the beach. The second shows the other nondimensionalization between dynamic pressure and static pressure on a beach slope to investigate the relationship between wave breaking and wave pressure. Under the same conditions as laboratory experiments, the numerical results computed with a SWAN model embedded in FLOW 3D were compared in terms of wave height, and pressure on the beach slope, which shows good agreement with each other. Overall results from this study could provide fundamental hydraulic data for the reliabile verification of numerical simulation results about coastal erosion in swash zone caused by solitary waves.
기울어진 비구면 프레넬 렌즈와 C-8 type 전구를 이용한 해상용 랜턴의 배광곡선 시뮬레이션을 통한 성능평가
조현석,조재흥,박승남,박철웅,김용완,김종태,Cho Hyun Seok,Jo Jae Heung,Park Seungl Nam,Park Chul Woung,Kim Yong Wan,Kim Jong Tae 한국광학회 2004 한국광학회지 Vol.15 No.6
대구경이 가능하며 가벼운 프레넬 렌즈로 10 해리 (18.53 km)까지 빛을 비출 수 있는 해상용 랜턴을 설계하고 배광곡선을 시뮬레이션하였다. 렌즈설계 프로그램으로 직경 250 mm와 300 mm인 프레넬 렌즈를 설계하였으며, 이 프레넬 렌즈의 groove 변수들을 최적화하였다. 해상용 랜턴에서 사용하는 전구의 배광곡선을 고려하여 이 프레넬 렌즈의 배광곡선을 조명설계 프로그램으로 계산하였다. 이 결과 전구를 최적의 위치로 정렬하였을 때 이 해상용 랜턴들의 최대광도는 각각 KS 규격인 720 cd를 훨씬 넘는 1000 cd(직경 250 mm의 해상용 랜턴의 경우)와 1300 cd (직경 300 mm의 해상용 랜턴의 경우)로 계산되었다. 그리고 전구의 정렬오차를 정하기 위하여 렌즈의 초점거리에서 벗어난 정도에 따라 배광곡선이 변하는 정도도 알아보았다. Providing marine signal lanterns with advantages of little weight as well as large aperture, a Fresnel lens has been adopted to transfer the beam from the lanterns up to 10 nautical miles (18.53 km). A Fresnel lens with the diameter of 250 mm and 300 mm was designed by a lens design program and optimized by adjusting the groove parameters of the lens. The angular luminous intensity distribution (ALID) of this lens was calculated by using an illumination analysis program considering the ALID of a light bulb. At the best alignment of the bulb, the maximum luminous intensities (MLI) of the lantern were 1000 cd (in the case of 250 mm diameter) and 1300 cd (in the case of 300 mm diameter). These are more than the critical value of 720 cd that is the Korean Standard of MLI for the marine lantern. The ALID was investigated as a function of misalignment from the lens focus to determine the tolerance of the alignment ranges.