• Journal of the Institute of Electronics Engineers of Korea SC
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• v.40 no.3
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• pp.172-180
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• 2003

The purpose of this study is to observe the heat transfer process in in-vivo human muscle based on Proton Resonance Frequency(PRF) method in Magnetic Resonance Imaging(MRI). MRI was obtained to measure the temperature variation according to the heat transfer in phantom and in-vivo human calf muscle. A phantom(2% agarose gel) was used in this experiment. MR temperature measurement was compared with the direct temperature measurement using a T-type thermocouple. After heating agarose gel to more than 5$0^{\circ}C$ in boiling hot water, raw data were acquired every 3 minutes during one hour cooling period for a phantom case. For human study heat was forced to deliver into volunteer's calf muscle using hot pack. Reference data were once acquired before a hot pack emits heat and raw data were acquired every 2 minutes during 30minutes. Acquired raw data were reconstructed to phase-difference images with reference image to observe the temperature change. Phase-difference of the phantom was linearly proportional to the temperature change in the range of 34.2$^{\circ}C$ and 50.2$^{\circ}C$. Temperature resolution was 0.0457 radian /$^{\circ}C$(0.0038 ppm/$^{\circ}C$) in phantom case. In vivo-case, mean phase-difference in near region from the hot pack is smaller than that in far region. Different temperature distribution was observed in proportion to a distance from heat source.

• Korean Journal of Environment and Ecology
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• v.32 no.3
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• pp.303-312
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• 2018

This study was conducted to investigate the relationship between the decrease of forest biomass by forest thinning and the change of temperature in the natural forest by measuring forest biomass and temperature before and after forest thinning in the Pusan National University forest where afforestation had been carried out. We intended to investigate the relationship between the forest biomass, estimated by calculating the Basal area, Crown area and Crown volume using the same formula to the same quadrat before and after forest thinning, and the forest temperature. Temperature measurement was carried out on April 20, 2016 through 28 before forest thinning, July 26, 2016 through November 4 around the time of forest thinning, and April 15, 2017 through May 8 after forest thinning. A temperature data logger was installed to point north at the height of 2.0 m above the ground in the center of the quadrat to record data every 10 minutes during the measurement periods. We used the AWS (Automatic Weather Station) data of the Dongnae-gu area located in the nearby city because it was difficult to set the control group since the whole forest was the subject to the forest thinning. The analysis of the relationship between forest biomass change and temperature showed that the change in temperature inside the forest was the greatest in the midday (12:00 - 15: 00) and was highly correlated with the Crown volume in the forest biomass. The temperature increase was much larger (average $1.91^{\circ}C$) 1 year after forest thinning than immediately after forest thinning (average $0.74^{\circ}C$). The comparison of the decrease rate of Crown volume and the increase in temperature showed that the Pitch pine community, which showed the highest decrease of Crown volume by 15.4%, recorded the highest temperature rise of $1.06^{\circ}C$ immediately after forest thinning and $2.49^{\circ}C$ 1 year after forest thinning. The Pitch pine-Korean red pine community, which showed the lowest Crown volume reduction rates with 5.0%, recorded no significant difference immediately after forest thinning but a temperature rise of $0.92^{\circ}C$ 1 year after forest thinning. The results confirmed that the decrease of forest biomass caused by forest thinning led to a rapid increase of the internal temperature. The fact that the temperature increase was more severe after 1 year than immediately after forest thinning confirmed that the microclimate changes due to the removed biomass cannot be recovered in a short time.

• Water for future
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• v.27 no.3
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• pp.123-134
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• 1994

The reattachment of buoyant effluent to shore in a crossflow is investigated experimentally. The effluent is produced by discharging warm water through projecting side channel into a confined cross-flow of the same depth. In the projecting effluent, the size of recirculating region, which is formed by defleted thermal plume on the lee of the effluent, tends to increase, but the maximum temperature decreases in the direction of the crossflow and it has more even transverse spreading compared to non-projecting type. The heat flux across the crossflow is found to be independant of the projected length of the side channel under relatively low buoyancy flux on the contrary to high buoyancy flux. The reattachment of the effluent can be specified by both velocity ratio and densimetric Froude number, whereas only the velocity ratio is governing factor to the reattachment of the effluent in the case of non-projecting type.

• Transactions of the Korean Society of Mechanical Engineers
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• v.8 no.2
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• pp.171-177
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• 1984

균일하게 분포된 내부발열을 갖는 유체가 든 경사진(수평에서 45.deg.까지)정사각형 단면의 밀폐 공간 내에서의 2차원 자연대류 유동 및 열전달에 관한 수치적인 연구가 수행되었다. 4개 벽면온 도가 동일한 경계조건에서 내부발열로 인한 자연대류 유동이 Rayleigh수 1.5*$10^{5}$까지는 층 류유동 영역의 가정하에서 수치적으로 수렴되었다. 경사진 밀폐 공간에서의 유동형태 및 온도분 포는 수평인 경우에 비하여 윗쪽 벽면 근처에서 그 상이점이 많이 나타났다. 경사각도가 증가함 에 따라 평균 열전달율이 아랫쪽 벽과 오른쪽 벽에서 증가하였고 왼쪽 벽에서 감소하였으며 윗 쪽 벽에서는 거의 일정하였다.다.

• Proceedings of the Korean Vacuum Society Conference
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• 2014.02a
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• pp.139.2-139.2
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• 2014

방사광 가속기의 저장링 진공용기처럼 콘덕턴스가 배기성능을 좌우하는 진공용기에서는 Strip NEG를 사용하여 분산 배기를 함으로서 원하는 평균진공도를 확보할 수가 있다. 일부 연구소에서는 진공용기 자체를 게터로 코팅하여 사용하고 있으나 그 제작비용이 만만치가 않다. 이 연구에서는 쉽게 구할 수 있는 동전모양의 작은 게터를 진공용기 내부에 길이 방향으로 일렬로 배치하여 분산배기가 실제 가능한 지 평가하였다. 게터는 진공용기 자체를 $180^{\circ}C$ 이상 베이크아웃할 때 활성화되도록 하였다. 실험은 단면적 $13cm^2$, 3 m 길이의 압출형 알루미늄 진공용기로 베이크아웃 온도에 따른 진공도 변화를 측정하여 그 성능을 평가하여 보고하고자 한다.

• Fire Science and Engineering
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• v.29 no.4
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• pp.1-6
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• 2015

It is necessary to obtain a fire resistance certification in order to use SFRM in Korea. The fire resistance tests for certifications are performed separately for beams and columns and the certifications are different. We could assume that the same SFRM has different thicknesses for beams and columns because the conditions of the fire resistance tests for them differ in the section factors etc. But most of the SFRMs in Korea have the same thicknesses for beams and columns. So the question arises as to there were the differences between the fire test results for beams and columns reside. The purpose of this study is to consider the separate evaluation of the fire resistance of members through a comparative analysis of the temperature data obtained from fire certification tests.

• Journal of Bio-Environment Control
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• v.30 no.4
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• pp.278-286
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• 2021

In this study, based on the Computational Fluid Dynamics (CFD) simulation model developed through previous study, inner environmenct of the modified glass greenhouse was predicted. Also, suggested the optimal shape of the greenhouse and location of the heat exchangers for heat energy management of the greenhouse using the developed model. For efficient heating energy management, the glass greenhouse was modified by changing the cross-section design and the location of the heat exchanger. The optimal cross-section design was selected based on the cross-section design standard of Republic of Korea's glass greenhouse, and the Fan Coil Unit(FCU) and the radiating pipe were re-positioned based on "Standard of greenhouse environment design" to enhance energy saving efficiency. The simulation analysis was performed to predict the inner temperature distribution and heat transfer with the modified greenhouse structure using the developed inner environment prediction model. As a result of simulation, the mean temperature and uniformity of the modified greenhouse were 0.65℃, 0.75%p higher than those of the control greenhouse, respectively. Also, the maximum deviation decreased by an average of 0.25℃. And the mean age of air was 18 sec. lower than that of the control greenhouse. It was confirmed that efficient heating energy management was possible in the modified greenhouse, when considered the temperature uniformity and the ventilation performance.

• International Journal of Highway Engineering
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• v.11 no.3
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• pp.97-109
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• 2009

One of the main causes of asphalt rutting is high temperature of the pavement. Nevertheless, there has been few research on lowering the pavement temperature for reducing rutting. This study investigated the performance characteristics of moisture-retaining porous asphalt pavement, which is known to have a temperature reducing effect. The purpose of this study is to quantify the temperature reducing effect of moisture-retaining porous asphalt pavement and its effect of reducing rutting through Accelerated Pavement Testing(APT). Additionally, the possibility of reducing the thickness of the pavement in comparison to general dense grade pavement by analyzing structural layer coefficient of moisture retaining pavement. A total of three test sections consisting of two moisture-retaining porous asphalt pavement sections and one general dense-grade porous asphalt pavement section were constructed for this study. Heating and spraying of water were carried out in a regular cycle. The loading condition was 8.2 ton of wheel load, the tire pressure of $7.03kgf/cm^2$, and the contact area of $610cm^2$. The result of this experiment revealed that the temperature reducing effect of the pavement was about $6.6{\sim}7.9^{\circ}C$(average of $7.4^{\circ}C$) for the middle layer and $7.9{\sim}9.8^{\circ}C$(average of $8.8^{\circ}C$) for surface course, resulting in a rutting reduction of 26% at the pavement surface. Additionally, the structural layer coefficient of moisture retaining pavement measured from a laboratory test was 0.173, about 1.2 times that of general dense grade pavement. The general dense-grade porous asphalt pavement test section exhibited rutting at all layers of surface course, middle layer, and base layer, while the test sections of moisture-retaining porous asphalt pavement manifested rutting mostly at surface course only.

• Journal of Korean Society of Forest Science
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• v.103 no.3
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• pp.321-338
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• 2014

In the Natural Monument (No. 432) Jeju Sanghyo-dong Cymbidium kanran Habitat (39 ha), flora, vegetation diversity, stand structure, mirco-climate, canopy openness, light environment and soil temperature and moisture were quantified from Oct. 2013 to Feb. 2014. Compare to Seogwipo-si, daily mean temperature ($5.7^{\circ}C$) and moisture (75.8%) in study area were lower at $3.3^{\circ}C$ and 15%, respectively. Mean soil temperature and moisture were $16.5^{\circ}C$ and 37.3%, respectively, and mean litter layer depth (n = 81) was 4.3 cm. Mean canopy openness and light availability at forest floor were 15.5% and $8.5mol{\cdot}m^{-2}{\cdot}day^{-1}$, respectively. Total of 22 species including vascular and bryophyte plants and 6 vegetation group were observed. Castanopsis siebildii was dominant species in study area, and density and basal area were 1,777 stem/ha and $90.3m^2/ha$.

• Proceedings of the Korean Vacuum Society Conference
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• 1999.07a
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• pp.131-131
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• 1999

비정질 카본 박막은 다이아몬드와 유사한 높은 경도, 내마모성, 윤활성, 전기절연성, 화학적 안정성, 그리고 광학적 특성을 가진 재료로서 플라즈마 CVD를 이용한 합성방법으로 제조된 박막이 주로 연구되고 있다. 본 연구에서는 마그네트론 스퍼터링을 이용하여 다양한 조건의 카본 박막을 제조하였다. 카본 박막의 제조는 이온빔이 장착된 고진공 증착 장치를 이용하였고 시편의 청정시 사용된 이온빔의 조건은 빔 전압이 500V, 빔 전류는 0.1mA/cm2로 기판 청정을 거친 후 DC 마그네트론 스퍼터링을 이용하여 흑연을 증발시켜 박막을 제조하였다. 기판과 타겟의 거리는 13cm로 고정시킨 후 타겟 전류는 1A로 유지하면서 30분간 증착하였다. 기판은 Si-wafer와 glass를 주로 사용하였으며 기판 인가전압, 아세틸렌 유량, 기판 온도등을 변화시켜가면서 각각 카본 박막을 제조하였다. 비정질 카본박막의 막은 평균 두께는 0.4~1.2$\mu\textrm{m}$이며 SEM을 이용하여 단면의 성장구조를 관찰하였다. 라만 분광분석과 FTIR 분광분석을 통하여 비정질 카본 박막의 결합특성을 조사하였고 scratch tester를 이용하여 박막의 밀찰력을 관찰하였다. 제조된 박막의 두께는 아세틸렌 가스 이용시 1$\mu\textrm{m}$ 이상의 박막의 제조가 가능하였으며 카본 박막의 라만 분광특성은 고체 탄소 물질의 S와 G-peak으로 구성되어 있으며 기판 인가전압, 아세틸렌 가스 유량 변화에 따른 peak의 위치 이동 및 FWHM의 변화를 관찰하였다. RFIR 결과는 아세틸렌 가스의 유량이 증가에 따라 C-H 결합 분포가 증가며 기판 인가 전압이 증가할수록 C-H 결합분포가 감소하는 경향이 나타냈다. 이는 이온 충돌 효과에 따라 결합력이 약한 C-H 결합이 우선적으로 파괴되는 현상으로 생각되어 진다. Scartch tester 측정 결과 박막의 밀착력은 실험조건에 따른 경샹성은 보이고 있지 않으나 10N 정도이며 60N 이상의 강한 밀착력을 가진 박막도 제조되었다.