• 환경생물
• /
• 제22권2호
• /
• pp.279-286
• /
• 2004

본 연구는 토지피복현황과 수림의 층위구조 등이 다양한 도시녹지를 대상으로 미기상 조절에 미치는 영향을 정성 및 정량적으로 파악하기 위해 녹지내의 기온 및 습도를 관측하였다. 그 데이터를 바탕으로 녹지내의 토지피복 현황과 그 비율, 녹적량과 기온 및 습도와의 관련성을 회귀분석 등에 의해 해석하였다. 그 결과 고온역은 포장면과 나지 주변에서, 저온역은 수림지 및 수면 주변에서 형성되었다. 또한, 수림(교목+소교목)으로 둘러싸인 수면, 소하천 주변에도 저온을 나타냈다. 습도는 기온분포에 거의 대응하는 형태로 고온역이 저습역이고, 저온역이 고습역으로 나타났다. 녹지가 미기상조절효과를 갖는 메커니즘은 토지피복비율의 종류,그 비율의 차이에 따라 미기상조절효과의 정도가 서로 달랐다. 더욱이 각 녹적량의 증가는 수고에 관계없이 모두 기온은 떨어뜨리고 습도는 상승시키는 효과를 보였다. 그 효과의 효율은 교목, 소교목, 관목의 순이다. 지금까지의 실증결과로부터 고온완화에는 수림지, 수면,초지의 순으로, 그 비율을 증가해서 배치하면 효과가 커지고, 같은 방법으로 습도의 상승에는 수면, 수림지, 초지의 순으로 그 비율을 증가해서 배치하면 효과가 높아진다. 그 효율성을 고려하면 수면, 소하천을 핵으로 그 주변은 교목 중심의 수림이 좋고, 그 층위구조는 단층림보다는 2∼3층의 혼효림이 미기상조절에 미치는 효과가 크다.

• 한국지반공학회논문집
• /
• 제19권2호
• /
• pp.97-106
• /
• 2003

본 연구에서는, 4가지 종류의 토목섬유를 대상으로 토목섬유에 가해지는 구속응력의 크기 및 토목섬유 온도 변화에 따른 응력-변형률 관계를 규명하기 위한 온도제어 구속인장시험(Temperature Dependent Confined Tension Test)을 수행하였다. 또한, 보강토옹벽 내부 보강재의 온도변화를 측정하기 위한 온도계측을 수행하였다. 온도제어 구속인장시험 결과를 토대로하여, 토목섬유에 가해지는 구속응력 및 온도 변화에 따른 토목섬유 할선계수의 변화량을 정량적으로 평가할 수 있는 관계식을 제시하였다. 본 관계식을 이용한 토목섬유 보강토옹벽의 유한차분해석 예를 통해 다양한 보강토구조물의 변위해석시 온도변화에 따른 보강재의 특성변화를 고려할 수 있는 기법을 제시하였다. 유한차분해석 결과, 보강재의 온도가 5$^\circ$인 경우에 비하여 30$^\circ$인 경우에 전면부벽체의 최대변위량은 약 46.4% 증가하는 것으로 나타났다.

• 한국환경보건학회지
• /
• 제7권1호
• /
• pp.9-20
• /
• 1981

This study was performed to determine the correlationship between temperature and overall removals of BOD, SS and to demonstrate the effect of temperature on treatment performance. These data for a period from February 1, 1977 to January 31, 1980 were obtained from the Cheong-Gye Cheon Sewage Treatment plant. The results of correlation and stepwise multiple regression analysis were as follows. 1) Secondary effluent BOD and SS showed negative correlationship with water temperature, with correlation coefficient of -0.1710, and -0.1654 respectively. 2) Correlation coefficient of BOD, SS removal rate and water temperature were 0.1823 and 0.0429 respectively. 3) Regresion equation for estimate of BOD removal rate was as follows $\widehat{Y}_1$ (BOD removal rate)=63.9994+0.5442X(water temperature). And BOD removal rate showed non significant change according to the water temperature. 4) Regression equation for estimate of SS removal rate was as follows $\widehat{Y}_2$ (SS removal rate)=61.6881+0.1514X(Water temperature). And SS removal rate showed non significant change according to the water temperature. 5) According to the Stepwise Multiple Regression analysis, water temperature ranked second order in the BOD removal rate estimation and the equation was as follows $\widehat{Y}_1$ (BOD removal rate)=69.7398+0.2665 $X_1$ (Primary effluent BOD)+0.3562 $X_2$ (Water temperature)-0.0122 $X_3(Flow)+4413.271X_4$ (Organic Loading).

• 한국연소학회지
• /
• 제9권3호
• /
• pp.10-18
• /
• 2004

An experimental study of the effect of operating conditions on the behavior of a lean premixed laboratory combustor operating on natural gas has been conducted. Measurements were made characterizing the pressure fluctuations in the combustor and the flame structure over a range of inlet temperatures, inlet velocities and equivalence ratios. In addition the fuel distribution at the inlet to the combustor was varied such that it was an independent parameter in the experiment. Inlet temperature, inlet velocity and equivalence ratio were all found to have an effect on the stability characteristics of the combustor. The nature of this effect, however, depended on the fuel distribution. For example, with one fuel distribution the combustor would become unstable when the temperature was increased, whereas with a different fuel distribution the combustor would become unstable when the temperature was decreased. Similarly, the operating conditions had an effect on the flame structure. For example the intensity-weighted center of mass of the flame was found to move closer to the center body as either the temperature or equivalence ratio increased. It was interesting and somewhat surprising to note, however, that as the location of the center of mass changed with operating conditions it did so by moving along a line of constant flame angle.

• 대기
• /
• 제20권4호
• /
• pp.437-449
• /
• 2010

The relocation effect of observation station (REOS) on the homogeneity of seasonal mean of maximum and minimum temperature, diurnal temperature range (DTR) and relative humidity (RH) was investigated using surface observation data and document file. Twelve stations were selected among the 60 stations which have been operated more than 30 years and relocated over one time. The data from Chunpungryeong station were used as a reference to separate the impacts of station relocation from the effects caused by increased green house gases, urbanization, and others. The REOS was calculated as a difference between REOS of relocated station and REOS of reference station. Although the REOS is clearly dependent on season, meteorological elements, and observing stations, statistically significant impacts are found in many stations, especially the environment of observing station after relocation is greatly changed. As a result, homogeneity of seasonal mean of meteorological elements, especially DTR and RH, is greatly reduced. The results showed that the effect of REOS, along with the effect of urbanization, should be eliminated for the proper estimation of climate change from the analysis of long-term observation data.

• 한국정보전자통신기술학회논문지
• /
• 제12권3호
• /
• pp.306-311
• /
• 2019

본 논문에서는 사전 연구로 제작된 손목시계형태의 반사형과 투과형 PPG 측정 장치의 온도 변화에 대한 특성을 고찰하였다. PPG는 신체의 온도 변화에 따라 그래프의 모양이 영향을 받게 되는데 본 논문에서는 신체의 온도 변화가 아닌 측정 장비의 온도 변화에 따른 영향을 고찰하였다. 실험은 기존에 제작된 장치의 마이크로 컨트롤러의 내부 온도를 측정하면서 내부 온도 변화에 따른 PPG의 변화를 관찰하였다. 실험 결과, 사용된 마이크로 컨트롤러의 동작 시간에 따라 온도는 무리함수의 그래프 형태로 변화하였으며 온도 상승에 따라 투과형 측정 장치는 온도에 영향을 받지 않았으나 반사형 측정 장치는 PPG 측정 결과에 변화가 발생함을 확인하였다.

• 콘크리트학회논문집
• /
• 제25권1호
• /
• pp.45-51
• /
• 2013

고온에 노출된 GFRP와 CFRP 보강근의 단지간보 실험을 통해 계면전단강도를 측정하였다. 1차 실험으로서, 노출시간과 온도를 변수로 하였으며, 적용된 고온 조건하에서 강도의 변화를 고찰하였으다. 1차 실험의 결과로부터 두가지 보강근에 대하여 임계온도가 $270^{\circ}C$로 동일한 것을 확인하였다. 이 연구에서 임계온도는 상온에서의 계면전단강도의 50%의 손실을 발생시키는 온도로 정의하였다. 계면전단강도에 대한 임계온도는 섬유의 종류가 아닌 레진이 성능에 지배된다는 것이다. 2차 실험에서는 임계온도하에서 0.25시간의 간격으로 노출시간에 대한 영향을 고찰하였다. 모든 실험 결과로부터, 노출시간의 영향은 노출온도에 비하여 그 영향이 크진 않지만 무시할 정도는 아닌 것으로 나타났다. 더욱이, 그 영향은 임계온도하에서 매우 중대함을 확인하였다.

• 대한기계학회:학술대회논문집
• /
• 대한기계학회 2001년도 추계학술대회논문집B
• /
• pp.149-154
• /
• 2001

The emission characteristics, flame stability, the composition of the flame zone and temperature profile were studied experimentally. The compositions of oxydant were varied by substituting $N_2$ with $CO_2$ at the constant $O_2$ concentration. Results showed that flame became unstable due to the high heat capacity, low transport rate and strong radiation effect of $CO_2$ in comparison with those of $N_2$. The reaction zone was cooled, broadened, as the conversion ratio of $CO_2$ to $N_2$ was increased. Temperature has a large effect on the NOx emission. The concentration of NOx in flue gas decreased due to the decreased temperature of reaction zone. It was also shown that the reaction was delayed by the cooling effect. As the conversion ratio of $CO_2$ to $N_2$ was increased, the emission of CO and the higher temperature zone increased due to the decrease of reaction rate by the cooling effect.

• Nuclear Engineering and Technology
• /
• 제48권6호
• /
• pp.1376-1386
• /
• 2016

This study investigated the loading rate effect on the fracture resistance under cyclic loading conditions to understand clearly the fracture behavior of piping materials under seismic conditions. J-R fracture toughness tests were conducted under monotonic and cyclic loading conditions at various displacement rates at room temperature and the operating temperature of nuclear power plants (i.e., $316^{\circ}C$). SA508 Gr.1a low-alloy steel and SA312 TP316 stainless steel piping materials were used for the tests. The fracture resistance under a reversible cyclic load was considerably lower than that under monotonic load regardless of test temperature, material, and loading rate. Under both cyclic and monotonic loading conditions, the fracture behavior of SA312 TP316 stainless steel was independent of the loading rate at both room temperature and $316^{\circ}C$. For SA508 Gr.1a lowalloy steel, the loading rate effect on the fracture behavior was appreciable at $316^{\circ}C$ under cyclic and monotonic loading conditions. However, the loading rate effect diminished when the cyclic load ratio of the load (R) was -1. Thus, it was recognized that the fracture behavior of piping materials, including seismic loading characteristics, can be evaluated when tested under a cyclic load of R = -1 at a quasistatic loading rate.

• 한국재료학회지
• /
• 제19권12호
• /
• pp.644-648
• /
• 2009

Temperature dependency of resistivity of the carbon black-polyethylene composites below and above percolation threshold is studied based on the electrical conduction mechanism. Temperature coefficient of resistance of the composites below percolation threshold changed from minus to plus, increasing volume fraction of carbon black; this trend decreased with increasing volume fraction of carbon black. The temperature dependence of resistivity of the composites below percolation threshold can be explained with a tunneling conduction model by incorporating the effect of thermal expansion of the composites into a tunneling gap. Temperature coefficient of resistance of the composites above percolation threshold was positive and its absolute value increased with increasing volume fraction of carbon black. By assuming that the electrical conduction through percolating paths is a thermally activated process and by incorporating the effect of thermal expansion into the volume fraction of carbon black, the temperature dependency of the resistivity above percolation threshold has been well explained without violating the universal law of conductivity. The apparent activation energy is estimated to be 0.14 eV.