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하희상 ( Hee Sang Ha ),박형근 ( Hyeong Keun Park ),김연준 ( Yeon Jun Kim ),양인태 ( In Tae Yang ) 한국지리정보학회 2007 한국지리정보학회지 Vol.10 No.4
In general bathymetric surveying is the method which gets depth. The water depth on chart is generally measured by a 200Khz frequency echo-sounder. In this study the thickness of the floating silt-clay was measured by a duel frequency sounder using 33Khz and 200Khz. This study shows the method of measuring the volume of the floating silt-clay in dredged basins dredged basin. After this surveying RI test was performed for verifying the existence of the silt-clay.
신성렬(Sung-Ryul Shin),김찬수(Chan-Su Kim),여은민(Eun-Min Yeo),김영준(Young-Jun Kim),하희상(Hee-Sang Ha) 한국마린엔지니어링학회 2005 한국마린엔지니어링학회 학술대회 논문집 Vol.2005 No.-
Sub-bottom profiler(SBP) has been used extensively for the mapping of basement in the foundation design of offshore structure, for pre- and post-dredging operations within harbors and channels, for selection of pipeline routes, sitting of drilling platforms, and in the exploration for an aggregates such as sands and gravels. During the construction of Siwha embankment for irrigation water and the expansion of arable land, the breaking of an embankment unfortunately occurred so that a lot of riprap was swept away and widely dispersed by the tide and strong current. The feasibility study for the construction of the tidal-powered electric plant in Siwha embankment was performed quite recently. Therefore we made use of SBP survey to investigate the distribution of the lost riprap. We could successfully map out the distribution of the lost riprap from the reflection amplitude characteristics of the sediments in SBP data set. We demonstrated the variation of reflection amplitude versus the sediments with and/or without riprap by means of the numerical modeling of acoustic wave equation using finite difference method. Also we examined an amplitude anomaly of the ripraped area through the physical modeling using ultrasonic.
고속열차의 터널 진입시 수직갱의 압력저감효과에 대한 수치해석 연구
김효근,서상연,하희상,권혁빈,Kim, Hyo-Geun,Seo, Sang-Yeon,Ha, Hee-Sang,Kwon, Hyeok-Bin 한국터널지하공간학회 2013 한국터널지하공간학회논문집 Vol.15 No.6
고속철도는 대규모의 인원과 물자를 신속하게 운반할 수 있는 친환경 운송수단으로 각광받고 있다. 고속철도는 빠른 속도로 인해 선형이 제한되어 건설되므로 산이 많은 지형에서는 터널이 많아진다. 고속으로 주행중인 열차가 터널에 진입하는 경우에 터널내부에서 압력파가 발생하는데 이로 인해 이명감과 미기압파라는 문제가 발생한다. 터널 내의 압력파를 완화시키기 위한 다양한 방법 중 수직갱을 이용한 방법도 연구되고 있는데 이 연구에서는 TTMA라는 고속철도 터널 공기역학 해석프로그램을 이용하여 수직갱에 의한 수치해석모듈을 개발하였다. 이를 검증하기 위해 실측결과와 비교하여 그 성능을 검증하였으며 기존의 수치해석결과와 비교하여 그 우수성을 검증하였다. High speed railway can transport large quantity of people and commodities in a short time and has become one of the most desirable and environmentally friendly transportation. However, it is hard to have a complicated route for high speed railways, construction of tunnels is essential to pass through a mountain area. When a high speed train enters a tunnel, pressure wave is created in a tunnel and the wave causes micro pressure wave and discomfort to passengers. In order to alleviate pressure wave in a tunnel, constructing a vertical shaft is one of the most efficient ways. This study represents a numerical analysis module, which takes into account the effect of a vertical shaft in a tunnel. The module can be used in a numerical program (TTMA) specialized for aerodynamics in a tunnel, and it was validated by comparing numerical results with various measurements in Emmequerung tunnel and results from numerical analysis using Fluent.