• Journal of the Korean Society of Propulsion Engineers
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• v.21 no.1
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• pp.63-71
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• 2017

Liquid methane ($CH_4$)/oxygen ($O_2$) bipropellants have been recently considered as a next-generation propellant due to eco-friendly and non-toxic properties, low cost and high performance. In this study, the combustion characteristics of gaseous $CH_4/O_2$ nonpremixed coflow flames in a model combustor with variation of internal pressure are investigated through measuring the combustion stability limits and visualizing flames. Results show that the combustion stability limits are extended and the reaction region is widened with increasing internal pressure of the combustion chamber for fuel-rich condition.

• Journal of Aerospace System Engineering
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• v.15 no.3
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• pp.93-98
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• 2021

In Europe, it is necessary to fulfil the type certification criteria by the European Aviation Safety Agency (EASA) when developing an aircraft engine. According to type certification criteria, a 150 hours endurance test should be performed to verify the stability of the engine structure under the engine's operating limit conditions. The type certification criteria for the 150 hour endurance test are specified in JAR-E, which is the EASA type certification. Currently, the Arriel 2L2 engine is being developed in cooperation with a foreign manufacturer, and a 150 hours endurance test was performed. In this study, a 150 hours endurance test procedure is conducted in consideration of the operation characteristics of the currently developed engine.

• Journal of the Korean GEO-environmental Society
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• v.8 no.2
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• pp.11-18
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• 2007

Slope failure triggered by rainfall produces severe effects on the serviceability and stability of railway, Therefore, slope stability problem is one of the major concerns on the operation of railway. In this study, the rainfall conditions triggering slopes failure adjacent to railroads are investigated and the numerical analysis approach in consideration of infiltration and limit equilibrium method based upon multiple slip surfaces are proposed. The rainfall conditions triggering slope failure are as follow: cumulative rainfall is in the range of 150~500 mm, and duration is from 3 to 24 hours. Base upon the rainfall conditions, infiltration analysis and limit equilibrium method for infinite slope condition are carried out. The depth of infinite slope is assumed as 2 m and the multiple slip surfaces modeled with 16.7 cm interval from the bottom slip surface located at the 2 m depth. The assumed bottom slip surface is the location at which factor of safety is converging. The proposed approach shows more reasonable results than the results from the general codes assuming water table at slope surface. In addition, three dimensional plot of cumulative rainfall, rainfall duration, and factor of safety shows that slope stability analysis in consideration of rainfalll must account for cumulative rainfall (rainfall duration).

• Analytical Science and Technology
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• v.21 no.4
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• pp.259-271
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• 2008

The analytical method of extracting compounds from human blood to examine accumulated organochlorine pesticides (OCPs) has been widely used the traditional liquid-liquid extraction (LLE) method and solid-phase extraction (SPE) method, yet these methods have certain limitations in purification and usafe of a large amount of sample. In order to overcome the se problems reside in these, solid-phase microextraction (SPME), known as a highly efficient extration method with less samples and relatively simple, was employed to collect 18 different kinds of OCPs in blood as extraction method in this study. To optimize extraction method, we examine various experimental SPME-parameters such as adsorption (fiber type, adsorption time, adsorption temperature, salting out effect), and desorption (desorption time, desorption temperature etc.). From the experimental results, the optimal conditions are as follows: fiber was polyacrylate with $85{\mu}m$, adsorption time was for 5 min, adsorption optimum temperature was at $280^{\circ}C$, and salting out effect was NaCl with 0.1 g. MDL, precision and accuracy was in the ranges of 0.05~0.20 ng/mL, 5.59~13.39%, respedively, and accuracy was -0.5% ~24.5% for all OCPs.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.34 no.2
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• pp.515-527
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• 2014

This study conducted experiment for understanding engineering characteristics of domestic sands by examining standard sand and sand from Yokji Island and Nakdong River in terms of confining pressure, $K_0$, over consolidation and relative density factors through triaxial compression test. The test showed that deviator stress by strain positively changed as confining pressure and relative density grow while $K_0$ and over consolidation factors do not directly correlated with it. Angle of internal friction decreases as confining pressure increases which strengthens contact force between particles, and declines as relative density drops, whereas $K_0$ and over consolidation factors hardly affect the results. When it comes to volumetric strain, volume expansion decreases as confining pressure increase due to crushability and rearrangement of particles while $K_0$ and over consolidation shows same movement unconditionally, and relative density appears compressed as it grows at the beginning however it expands as axial strain increases. Modulus of elasticity ($E_{sec}$) by strain has tendency into convergence resulting in initial secant modulus of elasticity ($E_{ini}$) > secant modulus of elasticity($E_{sec}$) > tangent modulus of elasticity ($E_{tan}$). On the other hand, it grows as confining pressure and relative density increase while indicating similar modulus of elasticity ($E_{sec}$) regarding on $K_0$ and over consolidation. Slope of critical line (M) tended to decrease as confining pressure increases, follow same line according to $K_0$, confining pressure and relative density, and increase as relative density grows.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.37 no.1
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• pp.239-246
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• 2017

There are various transversal structures (small dams or drop structures) in median and small streams in Korea. Most of them are concrete structures and it is so hard to exclude low-level water. Unless drainage valves and/or gates would not be installed near bottom of bed, sediment from upstream should be deposited and also contaminants attached to the sediments would devastatingly threaten the water quality and ecosystem. One of countermeasures for such problem is the bypass pipe installed underneath the transversal structure. However, there is still issued whether it would be workable if the gravels and/or stones would roll into and be not excluded. Therefore, in this study, the conditions to exclude the rip stone which enter into the bypass pipe was reviewed. Based on sediment transport phenomenon, the behavior of stones was investigated with the concepts from the critical shear stress of sediment and d'Alembert principle. As final results, the basis condition (${\tau}_c{^*}$) was derived using the Lagrangian description since the stones are in the moving state, not in the stationary state. From hydraulic experiments the relative velocity could be obtained. In order to minimize the scale effect, the extra wide channel of 5.0 m wide and 1.0 m high was constructed and the experimental stones were fully spherical ones. Experimental results showed that the ratio of flow velocity to spherical particle velocity was measured between 0.5 and 0.7, and this result was substituted into the suggested equation to identify the critical condition wether the stones were excluded. Regimes about the exclusion of stone in bypass pipe were divided into three types according to particle Reynolds number ($Re_p$) and dimensionless critical shear force (${\tau}_c{^*}$) - exclusion section, probabilistic exclusion section, no exclusion section. Results from this study would be useful and essential information for bypass pipe design in transveral structures.

• Proceedings of the Korea Air Pollution Research Association Conference
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• 2003.05b
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• pp.358-361
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• 2003

우리의 생활 주변에는 자연적으로 배출되는 오염물질과 인간의 사회활동을 통해서 발생하는 인위적인 오염물질이 있다. 배출원에서 발생하는 오염물질은 배출조건이나 주변지역의 장애물, 또는 기상조건 등과 같은 많은 변수들 때문에 오염물질의 확산에 많은 영향을 받는다. 따라서 실제 대기 중의 복잡한 확산특성을 이해하기 위해서는 바람특성에 대한 보다 정확한 정보가 필요하다. 이러한 확산조건을 정확히 파악하기 위해서는 현장에서 장기간의 시간을 가지고 실측 데이터를 얻는 것이 가장 좋으나 이는 경제적 또는 실험적인 한계로 인해 불가능하다. (중략)

• Korean Journal of Logic
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• v.15 no.3
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• pp.323-347
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• 2012

After Byeongdeok Lee(2008) argued against the so-called uncontested principle (UP), Song(2008) and Choi(2011) gave arguments against Lee(2008) and instead for UP. One important point to mention in their arguments is that they all accept that UP is justifiable in deduction. First, I show that there are some problems in their arguments. Next, I show that UP itself is not justifiable in deduction; it is only justifiable under some (restrictive) conditions.

• Proceedings of the KIEE Conference
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• 2011.07a
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• pp.594-595
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• 2011

본 논문에서 수요 자원의 수요 반응 프로그램 참여에 관한 정보들을 등록 정보와 참여 정보로 구분하여 수요 자원의 특성을 나타내는 지수들로 구분한다. 이 지수들은 수요 반응 참여 가능 용량, 기간, 횟수, 한계 비용에 관하여 정보를 제공하며 이들을 바탕으로 수요 자원을 하나의 발전 자원으로 평가한다. 이로써 수요 자원은 발전 자원과 직접적으로 경쟁할 수 있으며 계통 운영자는 수요 자원을 운영 계획에 포함한다. 계통 운영자는 발전 및 수요 반응 비용을 최소화하여 운영 계획을 수행하는데 이때 발전 자원과 수요 자원의 제약 조건을 위반하지 않아야 한다. 본 논문에는 기존 개발된 발전 자원의 제약 조건으로부터 수요 자원의 제약 조건을 제안한다.

• Proceedings of the Korean Operations and Management Science Society Conference
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• 1995.04a
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• pp.678-681
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• 1995

가속수명시험은 매우 신뢰성이 높은 제품의 수명분포에 대한 정보를 빨리 얻기 위해 사용된다. 이때, 빠른 시간안에 정보를 얻기 위해 제품의 사용조건보다 높은 스트레스 즉 온도, 압력, 전압, 진동등을 사용하여 시험을 하게 되는데 최대 시험 스트레스는 미리 실험자에 의해 선택되게 된다. 그러나 주어진 최대 시험 스트레스가 스트레스의 한계범위를 벗어나는 경우에는 사용조건과 다른 고장구조가 발생할 수 있고, 이로 인하여 편의가 큰 신뢰수명의 추정치를 얻을 수 있다. 기존의 논문에서는 실험자의 경험 또는 사전시험을 통해 미리 설정된 최대 시험 스트레스하에서 제품수명의 표준편차를 최소화하기 위한 최적가속수명시험 설계방법을 제시하였다. 그러나 본 논문에서는 와이불 분포에서 1) 사용조건에서의 수명추정치의 분산 .leq. k, 2) 스트레스의 범위를 벗어나지 않는 최대 시험 스트레스의 최소값을 구하는 설계방법을 제시하고, 또한 구한 스트레스에서의 수명 및 최소 시험 스트레스에서 시험되어야 할 제품의 수를 추정한다. 이때, 사용전압에서의 수명을 계산하기 위하여 inverse power law 모형을 도입하였으며, type I censoring 방법을 사용하여 수명 데이타들은 모든 제품이 고장나기 전에 분석될 수 있도록 하였다.