• International Journal of Ocean Engineering and Technology Speciallssue:Selected Papers
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• 제5권1호
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• pp.58-63
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• 2002

This paper presents a mechanical design of the deepwater pipeline wall thickness using the recent design rules. Characteristics and limitations of the new codes were identified through a case study design in the Gulf of Mexico. In addition to the ASME, API, and DVD codes, the code of federal regulations (CFR) was also utilized in the design. It was found that conservatism still exists within the collapse prediction for water depth greater than 1500 m. Comparision of the results from DNV and API codes were presented.

• 한국산업안전학회:학술대회논문집
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• 한국안전학회 2002년도 춘계 학술논문발표회 논문집
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• pp.271-276
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• 2002

A numerical study using linear finite element analysis is performed to investigate the behavior of basement wall subject to soil and water pressure in this study, parametric studies are peformed to investigate the variation of moment and shear force according to column-to-wall stiffness ratios and aspect ratios. Scaled factors applicable to the design of basement wall are proposed with the illustration of design examples.

• 한국해안해양공학회:학술대회논문집
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• 한국해안해양공학회 1996년도 정기학술강연회 발표논문 초록집
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• pp.176-183
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• 1996

In order to reduce wave reflection from a breakwater, a perforated wall caisson is often used. A conventional perforated wall caisson breakwater for which the water depth inside the wave chamber is the same as that on the rubble mound berm has less weight than a vertical solid caisson with the same width and moreover the weight is concentrated on the rear side of the caisson. (omitted)

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2005년도 학술발표회(1)
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• pp.777-777
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• 2005

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2005년도 학술발표회(1)
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• pp.621-622
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• 2005

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2005년도 학술발표회(2)
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• pp.891-892
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• 2005

• 한국산림과학회지
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• 제101권1호
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• pp.130-137
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• 2012

본 연구는 산지계류의 자연친화적 복원을 위해 산지 계류 특성에 적합한 안정성과 구조를 가지면서 계안 보호 및 복원이 가능하도록 식생기반재 돌망태 공법을 개발하고, 개발 공법의 치수안정성, 생태계 구조 및 기능, 경관에 대한 모니터링을 통해 공법의 효능을 평가하는데 그 목적이 있다. 본 보에서는 개발된 계류복원을 위한 식생기 반재 돌망태 공법 중 식생기반재 돌망태 옹벽 공법의 사면안정효과를 중심으로 개발 공법의 효능을 정리, 보고하였다. 개발된 식생기반재 돌망태 옹벽의 표준형태는 배면이 수직인 사다리꼴 상자이며, 전면에 경사각 $60^{\circ}{\sim}65^{\circ}$의 비탈면을 조성하여 식생의 상향 생육이 가능하도록 조치하였다. 식생기반재 돌망태 옹벽의 수리학적 안정성 분석 결과 식생으로 피복되었을 때 가장 높은 한계전단응력을 가지는 것으로 나타났으며, 많은 유량에서도 안정된 계안보호효과를 발휘하는 것으로 분석되었다. 또한, 식생기반재 돌망태 옹벽의 활동 및 전도에 대한 안정 해석 결과 적정 안전계수 1.5를 훨씬 상회하는 것으로 나타나 본 연구에서 시공한 식생기반재 돌망태 옹벽은 활동 및 전도에 대한 안정성을 가지는 것으로 분석되었다.

• 한국가시화정보학회지
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• 제3권1호
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• pp.78-89
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• 2005

An experimental study was carried out to investigate the effect of local ultrasonic forcing on a turbulent boundary layer. Stereoscopic particle image velocimetry (SPIV) was used to probe the characteristics of the flow. A ultrasonic forcing system was made by adhering six ultrasonic transducers to the local flat plate. Cavitation which generates uncountable minute air-bubbles having fast wall normal velocity occurs when ultrasonic was projected into water. The SPIV results showed that the wall normal mean velocity is increased in a boundary layer dramatically and the streamwise mean velocity is reduced. The skin friction coefficient (C$_{f}$) decreases 60$\%$and gradually recovers at the downstream. The ultrasonic forcing reduces wall-region streamwise turbulent intensity, however, streamwise turbulent intensity is increased away from the wall. Wall-normal turbulent intensity is almost the same near the wall but it increases away from the wall. In the vicinity of the wall, Reynold shear stress, sweep strength and production of turbulent kinetic energy were decreased. This suggests that the streamwise vortical structures are lifted by ultrasonic forcing and then skin friction is reduced.

• Nuclear Engineering and Technology
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• 제51권7호
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• pp.1853-1859
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• 2019

The two-thermocouple method was investigated experimentally to evaluate its accuracy for the measurement of local wall temperature and heat flux on a heat transfer tube with an electric heater rod installed in an annulus channel. This work revealed that a thermocouple flush-mounted in a surface groove serves as a good reference method for the accurate measurement of the wall temperature, whereas two thermocouples installed at different depths in the tube wall yield large bias errors in the calculation of local heat flux and wall temperature. These errors result from conductive and convective changes due to the fin effect of the thermocouple sheath. To eliminate the bias errors, we proposed a calibration method based on both the local heat flux and Reynolds number of the cooling water. The calibration method was validated with the measurement of local heat flux and wall temperature against experimental data obtained for single-phase convection and two-phase condensation flows inside the tube. In the manuscript, Section 1 introduces the importance of local heat flux and wall temperature measurement, Section 2 explains the experimental setup, and Section 3 provides the measured data, causes of measurement errors, and the developed calibration method.

• 한국지반공학회지:지반
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• 제7권3호
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• pp.43-50
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• 1991

굴착 중 slurry로 지대되고 있는 상태에서 지하수와 상재하중의 영향을 고려한 diaphragm wall 의 안정도를 해석하기 위하여 Belt Piaskowski/kowalewski, Washbourne의 모델을 확장하고, 확장된 이론으로 프로그램 SL3D를 개발하였다. Washbourne의 모델에서는 Bell, Piaskowski / Kowalewski의 모델에 비해, 굴착깊이가 증가함에 따라 안정도가 매우 큰 폭으로 증가하고, 비교적 초기굴착단계에서 부터 안전측에 속한다. 또한 slurry의 밀도, 지하수위, 흙의 내부마찰각, trench의 길이,상재단위하중등이 안정도에 미치는 영향을 분석하였고, 이것을 근거로 nomogram을 작성하였다.