• 한국신재생에너지학회:학술대회논문집
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• 2010.06a
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• pp.167.2-167.2
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• 2010

본 연구에서는 지열 에너지원으로써 터널 내부 벽면의 항온성을 이용하여 터널 외벽에 텍스타일 형태의 열교환기를 설치하고 열적 거동을 평가하였다. 터널의 라이닝 부분에서는 여러 가지 요인에 의해 지하수가 터널 내부로 유입하게 되므로 지하수의 유무에 대한 열적 거동 및 유동액의 순환 속도에 따른 영향, 열교환 파이프 배열 형태에 따른 영향을 현장 시험 시공과 현장 열응답시험을 통하여 평가하고자 하였다. 또한 3-D 유한체적해석 프로그램(FLUENT)을 이용하여 숏크리트와 라이닝의 열전도도를 고려한 열교환기의 성능을 분석하였다. 수치해석 결과 열교환 파이프 주변에 지하수의 흐름이 존재할 경우 열전달이 상대적으로 더 원활히 이루어졌으며 순환속도가 빠를 때 보다 느릴수록 효율이 높게 나타났다. 또한, 파이프의 간격이 넓을수록, 파이프의 길이가 길수록 효율이 높게 나타났다. 라이닝 및 숏크리트의 열전도도가 증가함에 따라 에너지 텍스타일의 열전달 효율이 높게 나타났다. 현장 시험을 통해 비슷한 길이의 파이프가 사용된 경우, 파이프 배열 형태에 따라 수평형보다는 수직형 배열의 효율이 높게 측정되었다.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.35 no.2
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• pp.361-375
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• 2015

An energy pile is one of the novel ground heat exchangers (GHEX's) that is a economical alternative to the conventional closed-loop vertical GHEX. The combined system of both a structural foundation and a GHEX contains a heat exchange pipe inside the pile foundation and allows a working fluid circulating through the pipe, inducing heat exchange with the ground formation. In this paper, a group of energy piles equipped with parallel U-type (5, 8 and 10 pairs) heat exchange pipes was constructed in a test-bed by fabricating in large-diameter cast-in-place concrete piles. In addition, a closed-loop vertical GHEX with 30m depth was constructed nearby to conduct in-situ thermal response tests (TRTs) and to compare with the thermal performance of the cast-in-place energy piles. A series of thermal performance tests was carried out with application of an artificial cooling and heating load to evaluate the heat exchange rate of energy piles. The applicability of cast-in-place energy piles was evaluated by comparing the relative heat exchange efficiency and heat exchange rate with preceding studies. Finally, it is concluded that the cast-in-place energy piles constructed in the test-bed demonstrate effective and stable thermal performance compared with the other types of GHEX.

• Proceedings of the KIEE Conference
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• 2008.09a
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• pp.149-152
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• 2008

본 논문에서는 전압 및 전류보호, 주파수보호, 순간정전, 순간전압 저하보호 및 단독운전 기능 등 보호기능을 통합한 지능형 보호 및 제어기를 내장한 30kW급 태양광 인버터의 실 계통 연계시험을 통해서 지능형 보호기기의 성능 및 효용성을 입증하고 보급 확대를 도모하고자 지능형 보호 및 제어 기능을 내장한 30kW급 태양광 인버터를 제작하고, 그 보호성능 시험을 위한 성능 시스템을 구성하여 실계통 연계 보호성능 시험을 수행하여 그 결과를 토대로 중소명 건물용 지능형 태양광 인버터 계통연계 보호기능에 대한 효용성의 입증을 통해 현장 적용 가능성을 입증하였다.

• Proceedings of the KIEE Conference
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• 2011.07a
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• pp.2206-2207
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• 2011

컴퓨터 통신기술 발달에 따라 철도의 열차제어에 대한 기술도 기존의 궤도회로기반에서 무선통신기반으로 변화되고 있다. 국내에서도 도시철도용 무선통신기반 열차제어시스템의 개발이 진행됨에 따른 개발품의 성능평가에 대한 관심이 높아지고 있다. 따라서 본 논문에서는 새롭게 개발되는 무선통신기반 열차제어시스템의 성능평가를 위해 성능시험 항목의 선정과 현장에서의 시험을 위한 시험선로 지상 및 차상인프라 구축에 대한 기본적인 검토를 기반으로 시험 및 성능평가 시행의 종합기본계획을 수립하는 검토를 수행하였다.

• Journal of the Korean Society for Marine Environment & Energy
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• v.3 no.2
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• pp.25-32
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• 2000

Fire-resistant boom is one of the most important facilities in in situ homing of spilled oil. Thermal response of a fire-resistant boom to turning is experimentally investigated in this paper by using an electric furnace and a burning test facility. This test facility is composed of a test tank, a fire boom, a hood for inhaling smoke, an incinerator for burning up gases and thermocouples, etc. Thereby a systematic method of approach in small laboratory scale is developed to study the performance of a fire-resistant boom. Burning test is carried out for the fire boom model which has been developed through the present study. It is shown that the present fire boom model has capability to withstand the high temperature around 800℃ and high rate of heat flux on it due to homing. For more realistic experimental environments, larger dimensions in devices and longer time in experiments are recommended in near future.

• Proceedings of the Korea Concrete Institute Conference
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• 2008.11a
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• pp.537-540
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• 2008

Tunnel structures are constructed even longer and more extensive these days than they were in the past. Because of this reason, breaking out a large scale of fire in tunnel structures is frequently. Recently, a noticeable event is reported that the temperature of inside of tunnel rises significantly when an oil car detonated in the tunnel and it reached 1,350$^{\circ}$C. It did damage to people who used the tunnel at that time and caused many demaged parts of tunnel to recover. To improve a fire resistance of tunnel, many methods are studied focused refractory concrete and mortar. This study deals with refractory mortar and is a part of initial basic step. In this study mechanical properties are considered before fire resistance test. As result of test for examination of mechanical properties, it is considered that a consistency and strength of refractory mortar in this study are suitable to construct.

• Journal of Nuclear Fuel Cycle and Waste Technology(JNFCWT)
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• v.12 no.2
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• pp.107-119
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• 2014

The worldwide Status-of-Art survey for the in-situ experiments of the engineered barrier system for HLW underground disposal was performed as a preliminary action for the design of the in-situ demonstration at KURT. Some nations, which have executed or is ongoing the in-situ experiments at their underground research facilities, were summarized in this review. The demonstration projects reviewed were TBT/Sweden-France, LOT/Sweden, HE-E/Switzerland, PRACLAY/Belgium, FEBEX/Spain, HORONOBE/Japan, and BCE/Canada. The investigated items for the projects were mainly their purposes, constitutional structures, test conditions, monitoring parameters and the measuring tools, and test results. In this review, the hardware design and the assembling of the test system were more concentrated rather than their experimental results, because the purpose of this review is to achieve the necessary information for the practical design of the in-situ experiment to be installed at KURT. A mid scale in-situ demonstration of EBS at KURT, that is called IN-DBES, will be launched right after the completion the expanding project of KURT in 2015. It is hoped that the structural design, installing methods, hardware equipments required in the establishment of IN-DEBS will be referred on this review.

• The Magazine of the Society of Air-Conditioning and Refrigerating Engineers of Korea
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• v.40 no.1
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• pp.38-44
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• 2011

철도터널에 설치되는 제연/배연시스템 성능을 평가하기 위햐여 수행된 현장 시험에 대하여 소개하고자 한다.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.33 no.6
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• pp.2359-2368
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• 2013

Cone penetration tests (CPTs) have been increasingly used for site characterizations. However, the site investigations using CPTs are often limited due to soil conditions depending on the cone size and capacity of the CPT system. The small sectional area of a miniature cone improves the applicability of the CPT system due to the increased capacity of the CPT system. A continuous intrusion system using a coiled rod allows fast and cost effective site investigation. In this study, the performance of the continuous intrusion miniature cone penetration test (CIMCPT) system has been evaluated by comparison tests with the standard CPT system at several construction sites in Korea. The results show that the CIMCPT system has a same performance with the CPT system and has advantages on the mobility and applicability. According to field verification tests for scale effect evaluation, the cone tip resistance evaluated by CIMCPT overestimates by 10% comparing to standard CPTs. A crawler mounted with the CIMCPT system has been implemented to improve accessibility to soft ground, and has shown improvement over the truck type CIMCPT system. Therefore, the improved CIMCPT system can be utilized as a cost effective and highly reliable soil investigation methodology to detect the depth of soft ground and to evaluate soil classification.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.20 no.6
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• pp.26-37
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• 2019

Recently, standardization of installation progress and technology of site acceptance test(SAT) for energy storage system(ESS) are being required due to performance of ESS depending on working condition and environment even though the quality and safety of each component of ESS　is guaranteed. And also, it has been required to perform not only performance testing by H/W equipments but also performance verification by S/W tool, in order to more accurately and reliably validate the performance of the ESS in advanced countries. Therefore, this paper proposes evaluation algorithm for SAT to evaluate performance of ESS and presents modeling of SAT test equipment for ESS by using PSCAD/EMTDC. Furthermore, 30[kW] scaled portable test equipments is implemented based on the proposed algorithm and modeling. From the various simulation and test results, it is confirmed that performance of ESS related to characteristics of capacity and Round-trip efficiency, Duty-cycle efficiency, low voltage ride through(LVRT) and Anti-islanding can be accurately evaluated and that the simulation results of PSCAD/EMTDC are identical to test results of 30[kW] test equipment.