• 대한화학회지
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• 제47권6호
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• pp.541-546
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• 2003

문헌에 보고된 기존의 비활성 기체의 증기압 측정값을 이용하여 환원증기압과 환원온도 형태의 아래와 같은 식의 상수 A, B, C, D와 지수 n을 구하는데 사용하였다: $InP_r=A+{\frac{B}{T_r}+CInT_r+DT_n^r}$ 오차분석법에 의해 위 식에 적용되는 비활성 기체의 각 기체 Ar, Kr, Xe, He과 Ne에 대한 가장 정확한 지수와 4개의 상수를 얻었다. 위 식을 통해 각 기체의 증기압을 계산하기 위해서 필요한 것은 정상 끓는점, 임계압력 및 임계온도뿐이며 5개의 비활성 기체의 406개 증기압 실험값에 적용하여 본 결과 전체 평균편차가 0.31% 였다. Ar, Kr, Xe에 대한 평균편차는 각각 0.24%, 0.09%, 0.22%였으며, Ne은 1.31%, He은 0.61%이다. 이러한 결과는 He과 연관된 큰 양자효과와 Ne에 대한 적은 양자효과 때문에 예상된 것이다.

• 한국자동차공학회논문집
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• 제12권6호
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• pp.111-118
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• 2004

The work presented in this paper concerns the aerodynamic characteristics and compression wave generated in a tunnel when a high speed train enters it. A large number of solutions have been proposed to reduce the amplitude of the pressure gradient in tunnels and some of the most efficient solutions consist of (a) addition ofa blind hood, (b) addition of inclined part at the entrance, and (c) holes in the ceiling of the tunnel. These are numerically studied by using the three-dimensional unsteady compressible Euler equation solver with ALE, CFD code, based on FEM method. Computational results showed that the smaller inclined angle leads to the lower pressure gradient of compression wave front. This study indicated that the most efficient slant angle is in the range from $30^{\circ}$ to $50^{\circ}$. The maximum pressure gradient is reduced by $26.81\%$ for the inclined angle of $30^{\circ}$ as compared to vertical entry. Results also showed that maximum pressure gradient can be reduced by $15.94\%$ in blind hood entry as compared to $30^{\circ}$ inclined tunnel entry. Furthermore, the present analysis showed that inclined slant angle has little effect on aerodynamic drag. Comparison of the pressure gradient between the inclined tunnel hood and the vertical entry with air vent holes indicated that the optimum inclined tunnel hood is much more effective way in reducing pressure gradient and increasing the pressure rise time.

• 전기전자학회논문지
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• 제23권2호
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• pp.675-680
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• 2019

석탄화력발전소는 저부하에서 효율 향상을 위해 변압운전으로, 고부하에서는 정압으로 운전하는 복합변압운전 방식으로 운전하고 있으며, 복합변압운전에는 2밸브 및 3밸브 전개모드로 구분되어 운영되고 있다. 각 발전소는 제작사 권고에 따라 터빈제어밸브 모드를 선택하여 운전하고 있으나 최적의 변압운전 부하범위로 운전되고 있지 않고, 각 발전소별 부하범위 또한 상이하게 구성 되어있다. 최적의 변압운전 부하범위로 설정되지 않으면 터빈밸브 교축 손실 발생에 따른 고압터빈 내부효율 저하가 발생되어 플랜트 효율이 저하된다. 이러한 문제점을 개선하기 위해 본 논문에서는 터빈제어밸브 모드별 최적의 변압운전 부하 범위를 개선하기 위해 각 부하별 열 성능 분석 방법을 통해 최적의 부하범위를 선정하고자 한다.

• 한국응용과학기술학회지
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• 제35권4호
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• pp.1349-1358
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• 2018

화석연료로부터 기인한 환경오염에 대한 대응과 더불어 신재생에너지 공급의무화제도의 시행은 재생연료유 등 신재생에너지의 활용도를 증대시켰다. 부생연료유(2호)와 정제연료유(감압)는 국내 법령으로 엄격히 규제되고 있으며, 부생연료유(2호)를 혼합한 정제연료유(감압)의 물성변화를 시험하였다. 부생연료유(2호)를 1 : 1로 혼합한 정제연료유(감압)의 물성분석 결과, 국내 폐기물관리법에서 규정하고 있는 품질기준을 만족하였다. 다만, 연료와 관련한 추가항목 시험결과에서 높은 방향족 함량을 나타내었다. 연료 내 높은 방향족 함량은 사용기기의 고무류 파손이나 연소 시 그을음, 매연 등이 발생할 가능성이 높을 것으로 보인다.

• 한국항공우주학회지
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• 제32권7호
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• pp.19-28
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• 2004

본 논문은 과도상태의 압력데이터로부터 평형상태의 압력을 예측하는 방법을 제시하고 있다. 압력을 측정하는 곳과 압력센서는 튜브로 연결되어져 있다. 측정하고자하는 압력 (측정압력)이 높은 경우에는 압력센서가 빠른 시간 내에 측정압력에 반응을 한다. 그러나 매우 낮은 압력을 측정하는 경우에는 압력센서가 실시간으로 측정압력에 반응을 하지 못하여 압력지연현상이 발생하게 된다. 이러한 압력지연현상을 파악하고자 여러 가지 실험이 수행되었다. 본 연구의 제시된 평형압력예측방법은 낮은 압력을 측정함에 있어서 측정시간을 단축시킬 수 있다.

• 상하수도학회지
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• 제16권6호
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• pp.726-732
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• 2002

Pressure drop could happen in the water distribution systems due to pipe breaks or maintenance. The pressure drop causes the water service shutdown and nodal water demands should be reduced in some areas. The conventional analysis method of water distribution systems can not consider the change of nodal water demands caused by these pressure drops. This study is to investigate the variation of nodal water demands according to the nodal water pressure and its effect on the analysis of water distribution systems. For these purpose, one real water service district was selected as a study area. As a result, nodal water demand patterns according to the water pressure could be suggested. Also, we could confirm that the suggested new analysis method for the water distribution systems which considering water pressure drops could be more reliable than the conventional method.

• 대한조선학회논문집
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• 제41권3호
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• pp.35-40
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• 2004

Since the scale of vessels is growing up recently, some troubles between the shaft and after bush bearing are frequently reported. Generally, mean pressure on bush bearing is used as a design criterion. However, in some case of the long bearing such as after bush bearing of the propulsion shaft, it might be liable to be locally under high pressure. As for the main engine bearings and the intermediate shaft bearing, it is reasonable to take the mean pressure as a design criterion. But, in case of after bush bearing, it is not sufficient because of the possibility of high pressure caused by local contact. In this study, Hertzian contact condition was applied to evaluation of the local pressure for after bush bearing. To reduce the local maximum pressure, the height of the after bush bearing was controlled. It was found that local maximum pressure could be reduced effectively by taking a partial slope on the white metal of the aft bush bearing.

• 대한기계학회논문집B
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• 제26권1호
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• pp.1-11
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• 2002

Flow of fluid has been studied in various fields of fluid engineering. To hydraulic engineers, the unsteady flow such as pulsation and liquid hammering in pipes has been considered as a serious trouble. So we are supposed to approach the formalized mathematical model by using more exact momentum equation for fluid transmission lines. Most of recent studies fur pipe line have been studied without considerations of variation of viscosity and temperature, which are the main factors of pressure loss causing the friction of fluid inside pipe line. Frequency response experiments are carried out with use of a rotary sinusoidal flow generator to investigate wave equation take into account viscosity and temperature. But we observed that measured value of gains are reduced as temperature increased. And it was respectively observed that the measured value of gains are reduced and line width of gain is broadened out, when temperature was high in the same condition. As we confessed, pressure loss and phase delay are closely related with the length, diameter and temperature of pipe line. In addition, they are the most important factors, when we decide the momentum energy of working fluid.

• 한국축산식품학회지
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• 제33권3호
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• pp.317-324
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• 2013

Radio-frequency driven atmospheric pressure plasma using argon gas was studied in the inactivation of Campylobacter jejuni in order to investigate its applicability. First, the inactivation study was conducted on an agar surface. C. jejuni NCTC11168 was reduced by more than 7 Log CFU after an 88 s treatment. Another strain, ATCC49943, was studied; however, the inactivation was less efficient, with a 5 Log CFU reduction after a 2 min treatment. Then, chicken breast ham was studied at the $10^6$ CFU inoculation level. The inactivation efficiency was much lower for both strains compared to that on the agar plates. C. jejuni NCTC11168 and ATCC49943 were reduced by 3 Log CFU after a 6 min treatment and by 1.5 Log CFU after a 10 min treatment, respectively. The scanning electron microscopy analysis indicated that C. jejuni cells were deformed or transformed into coccoid form under the plasma treatment. During the plasma treatment, the temperature of the samples did not rise above $43^{\circ}C$, suggesting that heat did not contribute to the inactivation. Meanwhile, water activity significantly decreased after a 10 min treatment (p<0.05). This study conveyed that radio-frequency atmospheric pressure plasma can effectively inactivate C. jejuni with strain-specific variation.

• 한국지진공학회:학술대회논문집
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• 한국지진공학회 1998년도 춘계 학술발표회 논문집 Proceedings of EESK Conference-Spring 1998
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• pp.81-88
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• 1998

During an earthquake, there are three main components of excitation : horizontal excitation of the ground, vertical excitation of the pile due to superstructure feedback produced by vertical excitation of the ground, and the seawater excitation induced by the vertical ground shaking, that is, "the seaquake." These excitations could have effects on the soil plugs in open-ended pipe piles installed at offshore sites. In this study, seaquake excitation induced by the vertical ground shaking was simulated by pulsing the water pressure at the seabed. During a seaquake, due to induced excess porewater pressure and pressure gradients in the soil, the capacity of open-ended pipe piles installed in a simulated sea depth of greater than 220 m was reduced serevely and the soil plugging resistance was degraded by more than 80%. The soil plug was failed because of the upward seepage forces that developed in the soil plug due to excess pore water pressure produced in the bottom of the soil plug during the seaquake. The compressive capacity of an open-ended pile in a simulated sea depth of less than 220m was reduced only by about 10%, and the soil plug resistance was degraded by less than 5%.s than 5%.