• Journal of the Korean Society of Propulsion Engineers
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• v.17 no.2
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• pp.24-30
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• 2013

To guarantee the exact control of missile warhead, it is inevitable to ensure the stabilities in the view points of structural and fluid/thermo dynamics of the rocket motor. Specially, despite of shortness in operating time of the rocket motor which is initial turning type of missile, it occurs frequently some problems of ablation at the neighborhood of the nozzle throat, with the result that the system itself gets to failure. In these connections, in the present study, the effect of the operating time of a rocket motor on the coefficient of convective heat transfer at the nozzle wall is investigated by numerical analysis. As a result, it is turned out that the heat transfer coefficient is largest at the just ahead of nozzle throat and decreases with the increase of operating time of the rocket motor. Furthermore, we found that the radius of curvature of throat becomes smaller, the maximum coefficient of convective heat transfer becomes larger.

• Journal of the Korea Institute of Information and Communication Engineering
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• v.25 no.9
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• pp.1166-1175
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• 2021

We investigate the current situation and development trend of domestic smart city and emergency vehicle priority signal control system analyzing the existing effectiveness of 1) emergency vehicle priority signal control system and 2) control emergency vehicle priority signal, based on domestic and foreign prior research for signal control system security. The effectiveness of time reduction was analyzed through actual application and test operation to emergency vehicles after establishing the system. In addition, for security management and stable service of real-time signal system control we propose improvement for the technical control items of the ISMS-P certification system to secure golden time to protect citizens' precious lives and property in case of emergency by classifying and mapping the existing ISMS-P certification system and the Korea Internet & Security Agency's cyber security guide according to the items of security threats.

• Tunnel and Underground Space
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• v.29 no.2
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• pp.89-107
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• 2019

Rock joints have an extremely important role in analyzing the mechanical stability and hydraulic characteristics of rock mass structures. Most rock joint parameters are generally indicated as a distribution by statistical techniques. In this research, calculation technique of Joint Center Volume (JCV) is analyzed, which is required for estimating the size distribution having the largest uncertainty among the joint parameters, then a new technique is proposed which is applicable regardless of the shape of survey window. The existing theoretical JCV calculation technique can be applied only to the plane window, and the complete enumeration techniques show the limitations in joint trace type and analysis time. This research aims to overcome the limitations in survey window shape and joint trace type through calculating JCV by using Monte Carlo simulation. The applicability of proposed technique is validated through the estimation results at non-planar survey windows such as curved surface and tunnel surface.

• International Area Studies Review
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• v.15 no.3
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• pp.369-392
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• 2011

A pure project finance is exposed to high default risk because it is made solely based on the business value of the project. Project finance with sinking funds can reduce the high default risk, in that it uses sinking funds to ensure the principal without requiring collaterals or guarantees. In view of economic efficiency, this paper analytically compares project finance with sinking funds to usual project finance and derives the condition for its superiority in corporate tax saving. Because sinking funds generate the repayments for the principal with compounding interest rates, in terms of effectiveness, project finance with sinking funds is suitable for long-term projects whose period is longer than 10 years. Pension funds can be good sources for project finance with sinking funds, since they should be managed to ensure stable investment returns for long periods.

• Journal of the Korea Institute of Information and Communication Engineering
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• v.25 no.7
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• pp.986-992
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• 2021

To stabilize closed-loop wireless control systems, the state-of-the-art approach receives the individual sensor measurements at the controller and then sends the computed control signal to the actuators. We propose an over-the-air controller scheme where all sensors attached to the plant transmit scaled sensing signals simultaneously to the actuator, and the actuator then computes the feedback control signal by scaling the received signal. The over-the-air controller essentially adopts the over-the-air computation concept to compute the control signal for closed-loop wireless control systems. In contrast to the state-of-the-art sensor-to-controller and controller-to-actuator communication approach, the over-the-air controller exploits the superposition properties of multiple-access wireless channels to complete the communication and computation of a large number of sensing signals in a single communication resource unit. Therefore, the proposed scheme can obtain significant benefits in terms of low actuation delay and low resource utilization with a simple network architecture that does not require a dedicated controller.

• Journal of the Korea Convergence Society
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• v.13 no.2
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• pp.293-302
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• 2022

The purpose of this study was to identify the problems and improvement plans of grouphome management, by analyzing the sizes and items of children grouphome budgets of national and local governments. Major results of this study were as follows. First, the most crucial issue regarding labor costs within child grouphome budget, was that there was a significant difference in conditions between workers in similar institutions and regions. Small-sized institutions operated under a system that inevitably required excessive workload for workers, leading to exhaustion. Second, the support of operation expenses was absolutely insufficient to meet the general and special needs of children, and the relative differences between facilities of the same type were also identified. Third, children grouphome had limitations in stable business planing and implementation due to the absence of business expense support. Through this analysis, this paper discussed appropriate budget supporting measures regarding children grouphome, in order to ensure equal protection of grouphome children.

• The Journal of the Korea institute of electronic communication sciences
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• v.17 no.3
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• pp.459-466
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• 2022

Switching surges are a common type of phenomenon that occur on any sort of power system network. These are more pronounced on long transmission lines and in high voltage converter stations. At AC/DC hybrid transmission lines, the insulation coordination of such lines is mainly dictated by the peak level of switching surges, the most dangerous of which include three phase line energization and AC/DC converter station. The power system structure consist of AC/DC hybrid transmission lines which is combination of AC 765kV and ±500kV HVDC 1 bipole system for contingency analysis. The power system under study and its components are simulated using EMTDC software package, the effects of the various AC/DC mixing power lines are reviewed. The developed models of EMTDC conversion lines based on combination of AC/DC system are simulated and the characteristics of switching surge over-voltage from its results are discussed.

• Proceedings of the Korea Water Resources Association Conference
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• 2023.05a
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• pp.108-108
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• 2023

기후변화 및 도시화로 인해 도시 내에서 증가하는 홍수로 인명 및 재산피해가 꾸준히 발생하고 있다. 특히 2022년 8월 8일 서울특별시 및 경기도 지역에 내린 폭우로 인해 8명 이상의 인명피해와 1300억원 이상의 재산피해가 발생하였다. 이러한 도시홍수를 근본적으로 방어하기 위하여 미국, 일본 등의 국가에서는 대심도 빗물저류배수터널을 활용하고 있다. 국내에서도 2011년 서울특별시 강서구 및 양천구에 발생하는 홍수를 방어하기 위하여 국내 최초 대심도 빗물저류배수터널인 '신월 빗물저류배수시설'을 건설하여 현재 운영 중에 있다. 대심도 빗물저류배수터널은 초기 개수로 흐름에서 만관 후 관수로 흐름으로 전이되는 구조물로 계획과 운영이 매우 어려운 시설이다. 이에 미국, 일본, 중국, 이탈리아 등 국가에서 대심도 빗물저류배수터널과 관련한 연구가 활발히 진행되고 있다. 본 연구에서는 대심도 빗물저류배수터널의 유입시설 중 감세부에 해당하는 수직갱과 감세지의 깊이에 따른 감세지 바닥 압력변화를 알아보기 위하여 수리실험을 수행하였다. 그 결과 감세지 깊이가 깊어질수록 바닥면의 압력이 증가하는 것으로 분석되었으며 바닥면의 압력이 감세지 깊이만큼의 정수압을 포함하는 경우 정수압 대비 최대 2.0배, 정수압을 포함하지 않는 경우 정수압 대비 최대 1.0배 인 것으로 분석되었다. 수직갱 깊이에 대한 실험 결과는 수직갱 깊이가 짧아질수록 압력이 감소하는 경향을 보이는 것으로 분석되었는데 이는 회전수 및 회전력과 관련 있는 것으로 판단된다. 향후 수직갱 직경, 수직갱 깊이에 대한 추가 연구가 필요한 것판단되며 이를 통하여 수직갱 깊이-감세지 깊이에 대한 정량적인 연구와 분석을 통해 경제적이고 안정적인 대심도 빗물저류배수터널 감세지 설계가이드라인을 제시하고자 한다.

• Proceedings of the Korea Water Resources Association Conference
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• 2022.05a
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• pp.230-230
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• 2022

최근 기후변화로 인해 예측이 어려운 국지성 호우가 빈번하게 발생하고 있다. 국지성 호우는 대량의 홍수를 일으켜 유송잡물을 동반한 흐름을 야기할 수 있다. 대량의 유송잡물이 하상에 퇴적되면 통수능을 저하시키기도 하며 식생효과와 마찬가지로 유목주변으로 유속이 증가하면서 세굴현상이 발생하게 되는데, 이는 하상저하를 일으키며 수공구조물의 안정성에 지속적으로 피해를 줄 수 있다. 기후변화는 또한 강우패턴을 변화시켜 식생의 성장과 활착에도 영향을 미치게 된다. 본 연구지역인 내성천 회룡포의 경우, 2015년 대가뭄 발생 이후 식생활착으로 인해 식생대 면적이 증가하고 잇는 상황이다. 이는 연구지역의 흐름과 사주교란 및 하상변동에도 큰 영향을 미칠 것으로 판단되며, 특히 식생의 증가는 유송잡물의 증가를 야기 할 수 있기 때문에 식생과 유송잡물의 영향이 하천에 미치는 영향을 예측하는 연구가 필요할 것으로 판단된다. 따라서 본 연구에서는 2차원 흐름모형인 Nays2D와 입자법기반의 유목동역학 모형을 활용하여 식생과 유송잡물이 하상변동에 미치는영향에 대한 수치실험을 수행하고 결과를 분석하였다. 여기서, 식생의 경우, 식생성장모형을 적용하여 시간에 따라 식생이 성장하여 항력이 증가하는 것으로 가정하였으며 유송잡물의 경우, 하상에 퇴적되는 유송잡물의 개수와 면적만큼 항력이 증가하는 것으로 가정하였다. 흐름의 경계 조건은 일반화된 부정류 수문곡선을 입력하였으며 초기 하도의 형상은 일정한 경사를 가지는 평지로 가정하여 부정류에 따라 하상변동이 발생하는 것으로 모의하였다. 시뮬레이션 결과, 유송잡물보다 식생대 번성이 하상변동에 상대적으로 큰 영향을 주는 것으로 나타났으며, 유송잡물의 경우 국부적으로 퇴적 분포되어 그 주변으로 침식을 일으키는 것으로 나타났다. 또한 유송잡물은 하안의 얕은수역에서 주로 퇴적되었다. 본 연구는 만곡부 하상변동에 대해 식생과 유송잡물을 고려하여 예측모의를 수행한 사례로서, 식생과 유송잡물이 흐름과 하상변동에 미치는 영향을 이해하는데 도움이 될 것으로 판단된다. 또한 이는 추후에 식생을 고려하는 하천관리방안을 수립 시, 식생과 유송잡물의 영향을 물리적으로 설명할 수 있는 근거자료로 제시할 수 있을 것으로 보인다.

• Journal of the Korean Geotechnical Society
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• v.22 no.5
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• pp.69-81
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• 2006

The micropile, which is a kind of the in-situ manufactured pile with small diameter of $150\sim300mm$, is constructed by installing a steel bar or pipe and injecting grout into a borehole. The application fields of micropile are being gradually expanded in a limited space of down-town area, because the micropile has various advantages with low vibration and noise in method and compact size in machine, etc. Mostly, the micropile has been applied to secure the safety of structures, depending on the increment of bearing capacity and the restraint of displacement. The micropile is expected to be used in various fields due to its effectiveness and potentiality in the future. The model test, focused on the interaction between micropile and soil in this study, was carried out. The micropile is installed in a soil adjacent to footing (concept of 'soil reinforcement'). With the test results and soil deformation analysis, the reinforcement effect (relating to bearing capacity and settlement) was analysed in a qualitative and quantitative manner, respectively. Consequently, it is expected that we nay demonstrate the improvement of an efficiency and application in the design and construction of micropile.