This study aims to examine the actual status of the urban heat island in Daegu by analyzing the data of 17 automatic weather stations installed in the Daegu area. And the results can be summarized as follows: First, regarding the temperature distribution in Daegu by summer time zones, for the 31 days(August 1st till 31st), 18 days showed daily maximum temperature over 30℃, and 11 days indicated daily minimum temperature over 25℃. The day that showed the highest daily maximum temperature was August 5th, which indicated 36℃. Second, about the spatial distribution of time ratio exceeding 30℃and 25℃, the area with the highest time ratio exceeding 30℃is mostly the downtown(central area), eastern area, and northern area. Meanwhile, regarding the time ratio exceeding 25℃, the downtown area centering around the central area were high as over 70％, and the outskirts were low as under 65％. Third, considering the temporal distribution of daily maximum temperature and daily minimum temperature, daily maximum temperature was shown around 14:00 to 15:00 while the daily minimum temperature was indicated around 17:00 to 18:00. Daily maximum and minimum temperature were appeared at northeast and downtown, respectively. Fourth, regarding the spatial distribution of tropical days and tropical night days, tropical days showed 77％and tropical night days indicated 42% before and after the 24th and also the 13th each. Tropical days were occurred up to 24 days at northeastern area. And the southwestern area of Daegu showed under 22 days. The downtown showed the 14 days of the tropical night. However, the outskirts indicated relatively few days as under 10 days. Fifth, about the spatial distribution of the average daily temperature range (the difference between the highest temperature and lowest temperature), the central area, the central part of the city, showed the smallest as 7.2℃, and as it was closer to the northern area, it became larger, so in the eastern and northern area, it was over 8.8℃or so.

Slaughter of cattle, pigs, and chickens is continuously increasing. Slaughter of chickens has especially increased by approximately 50% from 2003. The quantity of poultry slaughter waste is currently approximately 120,000 tons/year, and undergoes consigned treatment. Via this process, the waste must be used as a resource and an energy source. For this purpose, the waste volume can be reduced and solid fuel can be obtained from the THR (Thermal Hydrolysis Reaction) that consumes a small amount of energy. In this study, The test was conducted at a reaction temperature of 170-220oC and for 1h at the final temperature. According to the CST (Capillary Suction Time) and TTF (Time to Filter) evaluation, the dehydrating efficiency was good after the temperature reached 190oC, and did not significantly differ at the 190oC and higher reaction temperatures. The heating value of the dehydrated solid product was 7,000-7,700 kcal/kg, and its yield rate decreased from approximately 80% to 60% with the increase in the reaction temperature. The results of the BMP test also showed that the anaerobic digestion efficiency decreased at the reaction temperatures of 200oC and higher. From the overall evaluation of the dehydrating efficiency, solid fuel quality, and anaerobic digestion efficiency during the thermal hydrolysis of poultry slaughter waste, it is concluded that the optimal operating temperature is 190oC.

The energy consumption by buildings approximately reaches 25% of total korea energy consumption. The greatest part in the buildings of the energy consumption is building facade. but a few research projects on concrete comprising more than 70% of outsider of buildings has been tried. This research structural insulation concrete what improved insulation performance using insulation performance improve material

최근 전세계는 급격한 기후조건과 환경변화에 의해 냉난방 에너지 사용이 증가되고 있으며 이는 화석 연료 사용량 증가와 함께 CO2 배출량 상승, 지구 온난화 등 환경과 에너지에 대한 수많은 문제를 유발하고 있어 세계 각국은 온실가스 배출 및 에너지 소비 감소를 위한 대응책을 마련하고 있다. 우리나라 또한 정부의 '저탄소 녹색 성장' 및 '친환경 주택 건설기준 및 성능' 등의 정책을 선포하는 등 건물 부분에 있어 환경과 에너지 관리에 대한 노력을 하고 있다. 우리나라의 총 에너지 소비량 중 건물 부문이 차지하는 비율은 약 25%에 달하며 다른 산업 분야에 비해 연간 에너지 소비 증가율이 높은 편이다. 건물에서 에너지 손실이 가장 큰 부위는 외피로서, 이 부분의 에너지 손실을 감소하기 위한 연구가 활발히 진행되고 있으나 이는 대부분 창호 및 단열재를 사용한 연구이며 건물 외피의 70% 이상을 차지하고 있는 콘크리트에 대한 연구는 미미한 실정이다. 따라서 건물의 에너지 손실을 최소화하기 위해서는 콘크리트 자체에서 단열성능을 확보할 수 있어야 하며 이에 대한 연구가 필요하다. 따라서 본 연구는 콘크리트의 단열성능을 확보하면서 구조용으로 사용이 가능한 콘크리트를 개발하기 위한 실험을 진행하였다. Test 1의 실험결과로써, Micro Foam Admixture (MFA)를 사용한 콘크리트는 슬럼프 경시변화가 개선되었으며, MFA의 혼입율을 증가할 경우 압축강도는 감소되고 열전도율은 증가되는 결과를 나타내었다. Test 2의 실험결과에서는 물시멘트비 변화시 물시멘트비 증가에 따라 압축강도는 감소하였고 열전도율은 증가하였다. 그러나 잔골재율 변화에 대한 물성 및 열적 특성은 큰 차이를 나타내지 않았다.

논문에서는 전력용반도체 소자의 수명예측으로 기초적인 동작환경과 구동시간들을 기록하였다. 전력변환기의 제어기에 의하여 전력소자의 구동시간과 방렬기의 온도 등 동작환경을 누적하여 기록하고 이를 확인할 수 있도록 하므로써전력용 반도체소자는 그 구조에서 수명은 반도체 칩의 온도변화의 크기와 반복회수로 사용기간을 보증하고 있으므로이에 의한 수명의 예측으로 유지보수 또는 교체가 적절한 시점에서 이루어질 수 있다고 판단된다.

합성된 슈베르트마나이트를 대상으로 AsO4, SeO3, CrO4 세 종류의 산화음이온에 대한 흡착실험 및 흡착된 시료에 대하여 열분석을 실시하였다. 흡착 실험 결과 대체로 두 종류의 흡착 특성을 보이며 AsO4와 SeO3의 경우 약 1 mM의 농도까지 대부분의 용액 내 이온들이 100% 흡착된 것으로 나타났으나 그 이상의 농도에서는 흡착이 더 이상 뚜렷하게 증가되지 않는 것을 보여준다. 이는 기존의 AsO4의 흡착 연구 결과에서처럼 AsO4가 슈베르트마나이트 구조 내의 SO4를 치환하기 때문으로 생각되며 SeO3 역시 SO4를 1 : 1로 치환하기 때문으로 해석된다. 그러나 CrO4의 경우 전 농도 구간에서 다른 산화음이온에 비하여 흡착이 훨씬 적게 일어났다. 열분석은 0.1 mM과 1.25 mM 농도에서 흡착된 시료에 대하여 각각 실시되었다. AsO4로 흡착된 시료의 경우 AsO4가 SO4를 치환하고 있기 때문에 순수한 슈베르트마나이트에서 특징적으로 나타나는 약 600℃에서의 질량 감소가 훨씬 적으며 약 1,000℃ 이상에서 AsO4의 분해에 의하여 추가적인 질량감소를 보인다. SeO3로 흡착된 시료의 경우 SO4에 비하여 약간 낮은 온도에서 질량감소가 일어나 좀 더 넓은 온도범위에서 질량감소를 보였다. 이 역시 SeO3의 분해가 SO4 보다 약간 낮은 온도에서 일어나기 때문으로 사료된다. 그러나 CrO4로 흡착된 시료는 SO4에 의한 질량감소가 역시 적게 나타나나 CrO4가 다른 산화음이온과 같이 고온에서 분해되지 않아 추가적인 질량감소를 보이지 않으며 이를 통하여 CrO4 역시 SO4를 치환하고 있는 것으로 판단된다. 흡착실험 결과와 종합하여 볼 때 CrO4 역시 SO4를 치환하며 흡착을 하나 다른 두 산화음이온에 비하여 SO4와의 친화도, 광물 구조 내의 불안정성 등의 원인에 의하여 완전한 1 : 1 치환이 일어나지 않는 것으로 판단된다.

The generation of TiO2 nanoparticles by a thermal decomposition of titanium tetraisopropoxide (TTIP) was carried out experimentally using a tubular electric furnace at various synthesis temperatures (700, 900, 1100 and 1300℃) and precursor heating temperatures (80, 95 and 110℃). Effects of degree of crystallinity, surface area and anatase mass fraction of those TiO2 nanoparticles on photocatalytic properties such as decomposition of methylene blue was investigated. Results show that the primary particle diameter obtained from thermal decomposition of TTIP was considerably smaller than the commercial photocatalyst (Degussa, P25). Also, those specific surface areas were more than 134.4 m2/g. Resultant TiO2 nanoparticles showed improved photocatalytic activity compared with Deggusa P25. This is contributed to the higher degree of crystallinity, surface area and anatase mass fraction of TiO2 nanoparticles compared with P25.

This study aims to measure and to analyze the characteristics of thermal environment of the various permeable pavement materials such as a break stone pavement (Green block cubic), soil protection pavement (Soil tector), soil cement pavement and ceramic brick pavement under the summer outdoor environment. The thermal environment characteristics measured in the study includes the changes of surface temperature during the day, and long and short wave radiation of each pavement surface. The experimental condition is based on the data on the hottest temperature (August 9, 2006, 37.1℃) of the year. The albedo was the highest on the break stone pavement(0.8) from 12:00 to 14:00. The albedo of the ceramic brick pavement, a soil tector pavement and soil cement pavement were 0.35, 0.29 and 0.27 from 12:00 to 14:00, respectively. The peak surface temperature and long wave radiation was the highest on the soil protection pavements(56.6℃/627 W/m2). The peak surface temperatures and long wave radiation on the ceramic brick pavement, a stone brick pavement and soil cement pavement were 51.7℃/627 W/m2, 48.8℃/607 W/m2 and 45.9℃/582 W/m2, respectively. The heat environment was better on the break stone pavement than on the other pavements. This is mainly due to the high albedo of the break stone pavement(0.8) while the albedo value of a ceramic brick pavement, a soil tactor pavement and soil cement pavement were 0.35. 0.29 and 0.27. Large heat capacity(2,629 kJ/㎥․K) of the stone brick pavements also contributes to this difference. The heat environment was better on the soil cement pavement than the soil tector pavement. This is mainly due to the evaporation of the soil cement pavement while the active evaporation of the soil tactor pavement was not continued after two days from the rainfall event. To improve the thermal environments in the urban area, it is recommended to raise the albedo of the pavements by brightening the surface color of the pavement materials. Further studies on the pavement materials and the construction methods which can enhance the continuous evapotranspiration from the pavements surface are needed.

Spring, ground and thermal waters in the vicinity of Mt. Geumjeong and Mt. Baekyang area have been sampled and analyzed for major and minor elements. According to the Piper diagram, spring water belongs to Ca-HCO3 and Na-HCO3 types, groundwater to Ca-HCO3 type, and thermal water to Na-Cl type. Based on the phase stability diagrams of [Ca2+]/[H+]2, [Mg2+]/[H+]2, [K+]/[H+], and [Na+]/[H+] vs. [H4SiO4], spring water, groundwater and thermal water are mostly in equilibrium with kaolinite. The result of factor analysis shows three factors (factor 1, 2 and factor 3) for the spring water, the groundwater and the thermal water which are represented by the influence of the dissolution of feldspar, calcite, anthropogenic sources (domestic and industrial wastes) and salt water.

The pure compound chloromethanes; methyl chloride, methylene chloride, chloroform and carbon tetrachloride were used as a model of chlorocarbon system with Cl/H ratio to investigate thermal stability and hydrodechlorination process of carbon tetrachloride under excess hydrogen atmosphere. The parent thermal stability on basis of temperature required for 99% destruction at 1 second reaction time was evaluated as 875℃ for CH3Cl, 780℃ for CH2Cl2, 675℃ for CHCl3, and 635℃ for CCl4. Chloroform was thermally less stable than CCl4, at fairly low temperatures (<570℃). The decomposition of CCl4, became more sensitive to increasing temperature, and CCl4 was degraded easier than CHCl3 at above 570℃. The number and quantity of chlorinated products decreases with increasing temperature for the product distribution of CCl4 decomposition reaction system. Formation of non-chlorinated hydrocarbons such as CH4, C2H4 and C2H6 increased as the temperature rise and particularly small amount of methyl chloride was observed above 850℃ in CCl4/H2 reaction system. The less chlorinated products are more stable, with methyl chloride the most stable chlorocarbon in this reaction system.