• Proceedings of the Korea Water Resources Association Conference
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• 2022.05a
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• pp.175-175
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• 2022

하천 합류부는 서로 다른 지형학적 특성과 수리학적 특성을 가지는 두 개의 하천이 하나로 합쳐지는 구간으로 급격한 흐름의 변화 및 퇴적물의 유입과 수리학적 지형변화가 발생하는 구간이다. 합류부 구간에서는 물질의 종류 또는 온도차로 인해 밀도 차이로 유체의 흐름이 발생하게 되는데 이것을 밀도류라고 한다. 밀도차이에 의해 성층이 생긴 수체혼합거동을 파악하기 위해서는 본류 및 지류의 일정 구간을 포함하는 합류부 구간에 대한 정밀한 계측 및 관찰이 필요하다. 이러한 수체 혼합에 대한 종합적인 분석은 유속장 및 유량정보를 취득하여 파악할 수 있지만, 성층류가 흐르는 하천의 서로 상이한 물리적 특성과 수질특성을 가지는 수체의 혼합양상 및 그에 따른 물질혼합양상을 파악하는데 한계가 있다. 따라서 본 연구에서는 합류부 구간에서의 수온 분포를 통하여 밀도류를 파악하고자 한다. 하천의 광범위한 데이터 중 연직 자료와 수표면 자료를 취득하였고, 이를 통해 합류부의 성층현상을 확인하고자 하였다. ADCP를 보트 측면에 설치하여 저속운행으로 수리량을 측정하는 방식과 YSI를 이용해 측선설치 없이 측선 선정 후 보트를 이용하여 흐름에 직각인 방향으로 이동하며 실시간 농도를 측정하는 방식으로 얻은 연직자료 중 수온, EC 등의 직독식 센서 데이터 값을 사용하여 수온차에 따른 수체혼합 패턴을 분석하여 합류부의 혼합 양상을 분석 하고자 하였다. 본 연구에서는 기존 수질측정의 한계였던 1차원적인 측정결과가 나타내는 분석결과를 2차원적으로 보완이 가능하며, 비교 분석한 결과를 토대로 밀도류에 따른 혼합양상 결과가 지니는 혼합패턴을 분석한다면 향후 하천 하류구간의 취수장 취수 시스템에 많은 도움을 줄 뿐만 아니라 합류부 구간의 혼합패턴에 따라 수층 내 성층구간의 현황조사 및 혼합특성 파악을 통해 관리방안제시에 사용될 것으로 사료된다.

• Journal of the Korean Society for Railway
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• v.14 no.3
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• pp.216-221
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• 2011

An important problem in reliability analysis for repairable systems is to model the maintenance effect. The most of researches have assumed two extreme cases; one is perfect maintenance and the other is minimal maintenance. However, many of maintenances performed by domestic subway operators are imperfect maintenances which have the effect between both of two extreme cases. This article deals with the problem determining the imperfect preventive maintenance intervals based on failure data in units of the PDS(passenger door system) in Metro EMU. This paper deals with a case study on determining imperfect maintenance interval by using the level of maintenance effect through reliability analysis of PDS.

• Proceedings of the Korea Water Resources Association Conference
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• 2012.05a
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• pp.612-612
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• 2012

최근 GIS를 이용하여 수리 수문학적인 지형인자를 생성할 수 있는 Arc Hydro 등의 다양한 GIS 기반 툴들이 개발되어 왔다. 예를 들어 Arc Hydro는 격자형 고도자료인 수치표고모델(Digital Elevation Model)을 통해 수자원에서 필요로 하는 유로연장, 유역경사 등의 지형인자를 산정할 수 있는 기능을 제공해 주고 있다. 하지만 기존의 GIS 기반 툴에서는 Manning의 평균유속 공식 등 하천수리학에서 매우 중요한 인자인 하천경사를 하천망을 따라 산정하고 표출하는 기능이 부족하였다. 또한 하천경사 산정에 사용되는 여러 GIS 툴을 통해서 제공되는 셀 경사 등 지형인자들의 기계적인 적용으로 정확한 하천경사의 산정에 문제가 있어왔다. 본 논문은 이러한 지형인자들의 적용성을 평가하고 다양한 이론적 하천경사 산정법을 GIS 상에 적용하여 상호 비교하여 최적화된 하천경사 산정방법을 제시하고자 한다. 연구 대상유역으로는 제주도를 선정하였으며, 대상 하천은 Arc Hydro를 이용하여 산정된 하천망의 형태를 수자원관리정보시스템(WAMIS), 위성사진 등과 비교한 후 시범 하천(한천)을 선택하여 여러 하천경사 산정법을 적용해 보았다. 적용된 산정법은 총 4가지로 첫 번째 방법은 수치표고모델의 주변 표고를 고려하여 산정된 기울기를 Arc Hydro를 이용하여 산정된 하천을 따라 산술평균하는 방법이며, 나머지 3가지 방법은 하천망을 따라 흐름방향의 거리와 수치표고모델의 표고를 수집한 후에 단순경사방법, 등면적경사방법, 등가경사방법에 적용하는 방법이다. 산정된 하천경사를 상대비교를 하여 대상유역에 대한 비교검토를 실시하였다. 모든 과정은 프로그램 개발을 통해 자동화 시켜 향후 다른 유역의 적용과 변화 가능한 지형정보를 신속하고 효율적인 예측을 가능할 수 있도록 하였다. 또한 주어진 하천망의 두 지점 사이의 종방향 경사를 산정하여 표출하는 기능을 추가하여 하천 경사의 표출방식을 향상시켰다. GIS를 이용하여 산정되어진 하천경사의 적용성이 충분하다면 Manning의 평균유속 공식에 적용할 수 있을 뿐만 아니라 다양한 하천분석이 용이해 질 것으로 예상된다.

• Journal of Aerospace System Engineering
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• v.14 no.5
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• pp.122-129
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• 2020

Surion is required to install radios (U/VHF-AM, VHF-FM) capable of omni-directional communication. Therefore, this paper demonstrates the antenna performance test for the installation of the Surion communication antenna and the selection of optimal location. A simulation pattern analysis was performed employing the antenna, and a coupling test was performed by creating a new evaluation criterion. In addition, the results of the pattern flight test conducted at the previously suggested 1:20 turn and separation distance ratio were observed to be normal. However, the occurrence of voice cutoff was noted in the long-distance flight test. Therefore, in this paper, 1:300 (15 NM) is proposed as a new optimal ratio for predicting the long-distance flight test results in advance. Finally, the effectiveness of the proposed evaluation criteria was verified through long-distance flight tests. Consequently, it is expected to reduce the development schedule and cost by reducing the trial and error of the performance test for the Surion model. Also, the results of this study are expected to be used as standards for the installation of communication antenna and quality tests for other helicopters.

• Tunnel and Underground Space
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• v.31 no.4
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• pp.243-269
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• 2021

Since the early 2010s, the social importance of research and practical projects targeting deep geological disposal of high-level nuclear waste, underground CO₂ storage and characterization of deep subsurface by borehole investigation has been increasing. In this regard, there is also a significant increase in the need for in situ test technology to obtain quantitative and reliable information on the hydraulic characteristics of deep rock mass. Through years of research and development, we have independently set up Deep borehole Hydraulic Test System (DHTS) based on the key apparatuses designed and made with our own technology. Using this system, high precision constant pressure injection tests were successfully completed at the two 1 km boreholes located in Mesozoic granite and sedimentary rock regions, Gyeongju. During the field tests, it was possible to measure very low flow rate below 0.01 l/min with micro flow rate injection/control module. In this paper, the major characteristics of DHTS are introduced and also some results obtained from the high precision field tests under the deep and low permeable rock mass environment are briefly discussed.

• Journal of the Korean Society for Marine Environment & Energy
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• v.13 no.3
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• pp.206-215
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• 2010

The multi-outlets were installed on the existing seawater exchange breakwater in order to improve seawater exchange rate at Jumunjin harbor. Physical and numerical model system were fulfilled for 4 cases to evaluate seawater exchange system which is able to discharge water remotely. The seawater circulation pattern and seawater exchange rate in the harbor were compared and analyzed. Consequently, total seawater exchange rate for CASE 1 was calculated 48% due to the dead zones which hinder seawater circulation in the harbor. Otherwise, the seawater exchange rates of CASE 2, CASE 3, and CASE 4 with the installation of the system were enhanced 19%, 15% and 17%, respectively compare to CASE 1.

• Journal of Korea Water Resources Association
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• v.44 no.12
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• pp.1001-1013
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• 2011

Development of an optimal water supply system considering water quantity, quality, and economical efficiency is needed to decide optimal available area by combine water supply systems in overlapped area where are more than 2 water sources. The EPAnet and the KModSim were coupled to develop optimal network model. The developed network model was calibrated by measured data from water supply system in Geoje City, Korea in 2007 which have three water sources such as Sadeong booster pumping station, Guchun dam reservoir and Yoncho dam reservoir. The optimum network model was validated by operating results of 2011 to assess the economically optimized service area and optimal pump combination under the given hydraulic operating rules developed in this study. The developed model can be applied into designing water supply systems and operating rules for the conjunctive operation since the model can give the optimal solution satisfied with water quantity, economical efficiency and quality.

• The Journal of the Korea institute of electronic communication sciences
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• v.8 no.6
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• pp.815-822
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• 2013

In this paper, the research is to develop a system that can detect the breakage of the rubber belt conveyor system in the transport of the raw materials required for the operation of logistics. We are to develop a system that can detect the breakage of the belt due to the electronic system of belt breakage occurs by placing the material on the inside of the belt, electric induction to minimize the damage of the belt. The belt repair costs, or reorder the steps of the logistics transit time can be reduced. Induced in the coil, and belt embedded in the transmitted signal as a way to detect the breakage of the belt was to detect the damage of the belt by detecting the electrical phenomena induced in the coil at the receiving end.

• Journal of the Korean Society for Aeronautical & Space Sciences
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• v.40 no.9
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• pp.800-806
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• 2012

This paper proposes design and development of the Integrated Ground Support System (IGSS) for the flight test of the Unmanned Aerial Vehicle (UAV), which combines ground support and ground control. The integrated flight test of the UAV is a necessary procedure to validate the functionality of the Unmanned Aerial System (UAS). In order to execute cost-effective and systematic flight tests, the IGSS is regarded as an inevitable infrastructure of UAS for small laboratories. The proposed IGSS has functions of ground control, radio communication, power generation, transportation and the maintenance of the UAV.

• ETRI Journal
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• v.5 no.3
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• pp.3-8
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• 1983

In the area of computer network planning, a location-allocation-size problem is involved. Since multi-facility location-allocation-size problems are very complex in formulating a mathematical model, it is a usual practise to adopt alternative approaches, which give no optimal results, instead of the optimal solution by mathematical approach. In this article, however, an attempt is made to formulate a mathematical model for the decision making problem of computer network design.