• Proceedings of the Korea Institute of Fire Science and Engineering Conference
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• 2012.04a
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• pp.468-471
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• 2012

본 연구는 삼척시를 중심으로 행정구역별(읍 면 동) 산불발생 현황과 삼척시 지역에 필요한 산불감시카메라의 적정대수 산정에 관하여 연구를 수행하였으며 결과는, 이미 설치되어 있는 개별 카메라는 중첩되는 곳이 있어 가시권이 확보된 곳으로 이동해야 할 것으로 판단하였다. 또한, 감시가 취약한 지역에 신규로 설치할 경우에는 인접한 기관(지자체 및 지방산림청)간의 감시시설과 감시지역 중복여부, 감시시설 위치의 타당성 등은 물론 어디에 우선하여 설치할 것인지를 광역적이고 과학적으로 판단하며 설치해야하며, 삼척시의 경우 설치 적정대수를 산정한 바, 최소한 32대 이상은 되어야 가장 효율적인 산불감시체계가 가능할 것으로 분석되었다.

• The Journal of The Korea Institute of Intelligent Transport Systems
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• v.19 no.6
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• pp.49-60
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• 2020

The number of traffic control equipment installed to prevent traffic accidents increases every year due to continuous installation by the National Police Agency and local governments. However, it is installed based on qualitative judgment rather than engineering analysis results. The purpose of this study was to present additional installations in the future by presenting the installation criteria considering the severity of accidents for each road type and calculating the appropriate number of installations. ARI indicators that can indicate the severity of traffic accidents were developed, and road types were classified through analysis of variance and cluster analysis, and accident information by road type was analyzed to derive ARI of clusters with high traffic accident severity. The ARI values required to determine the installation of equipment for each road type were presented, and 5,244 additional installation points were analyzed.

• Proceedings of the Korea Society for Simulation Conference
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• 2001.05a
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• pp.20-24
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• 2001

공장을 신축할 경우 일반적인 설비계획 절차에 따라 제품설계, 공정 설계, 용량설계를 거쳐 Layout 설계로 이어지게 된다. 이 과정에서 용량설계는 공장에 설치할 기계의 적정 대수를 결정하고, 각 공정 사이의 재공품을 예측하여 저장장소의 적정 면적을 결정한다는 점에서 매우 중요한 단계라 하겠다. 이 논문에서는 볼베어링을 제조하는 D사의 신축공장 설계시 수행했던 용량설계를 위한 시뮬레이션에 대한 사례를 소개하고자 한다. 시뮬레이션의 주요 관심사는 당초 회사측에서 제시했던 설비들의 수량이 회사의 생산목표를 달성할 수 있는 지에 대한 검토와, 이를 해결하기 위한 방향 제시, 공정별 재공품에 대한 예측 등이다.

• Proceedings of the KIEE Conference
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• 2003.11a
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• pp.385-387
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• 2003

전력계통의 증가에 따라 일부 계통에서 지락고장 전류가 2010년이후 차단기 정격전류인 40[kA]를 초과할 것으로 예상된다. 이에 대한 대책으로 345kV 변압기의 중성점의 부동(Floating) 운전을 위하여 PSS/E를 이용하여 실제의 발변전소의 모델을 설정하고 EMTP를 이용하여 지락고장 발생시 건전상의 전위상승, 중성점 전위상승, 부동운전 가능 대수, 변압기 중정점 NGR 설치 효과 및 적정 임피던스 산출, 변압기 중성점 피뢰기 설치 효과 및 적정 정격 산출등을 검토하였다.

• The Journal of Engineering Geology
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• v.29 no.4
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• pp.509-529
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• 2019

This study performs to evaluate the role of filter material at alluvial well for intake of riverbank filtration and the applicability and improvement effect of dual filter well. To achieve this objective, dual filter intake well and single filter intake well were installed with different filter conditions at riverbank free surface aquifer in soil layer then we evaluated filter material condition, permeability, optimum yield and well efficiency according to yield in drawdown test. As a results, we assumed forming dual filter layer minimizes sudden speed changes at boundary between aquifer and filter layer by cushioning of groundwater flow. This suppresses warm current then intake groundwater efficiently, therefore it seems decreasing peripheral groundwater level changes in spite of higher intake water amount than single filter intake well. Furthermore, we confirmed by test, installing dual filter improves permeability, optimum yield and well efficiency. The result will be used by combining with former study to set up standard of design/construction of dual filter intake well at alluvial aquifer layer. Furthermore, we expect this result will be used to prove application effect of dual filter intake well compared to single filter one and radial collector well which are mainly applied on riverbank filtration.

• Proceedings of the KIEE Conference
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• 2005.07a
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• pp.323-325
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• 2005

경제성장에 따른 인구의 집중화 및 도시기능의 고도화에 따라 전력기술분야의 많은 변화를 요구하게 되었다. 좁은 지역에 대용량의 전력을 안정적으로 공급하면서 환경과의 조화를 이루기 위하여 SF6개스를 이용한 개스절연개폐기(GIS)의 이용이 증가하였다. 이 논문에서는 중동국가에서 많이 건설되고있는 400kV 개스절연 변전소의 절연협조를 위하여 일반적으로 변전소 뇌과전압에 영향을 미치는 요소인 모선형태 및 구성, 피뢰기의 위치와 설치대수, 피뢰기의 제한 전압-전류특성, 모선의 길이, 피뢰기와 피보호기간의 이격거리 등을 고려하여 뇌침입시 변전소의 뇌과전압을 EMTP로 모의하여 개스절연변전소의 기기 절연강도를 결정하였다. 결정된 절연강도는 위의 모의결과로 얻어지는 발생예상 전압에 적정한 여유를 두고 IEC규격을 따라 선정하였다.

• Journal of Bio-Environment Control
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• v.25 no.2
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• pp.83-88
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• 2016

In this study, previously reported surplus solar energy-related study result and current status of fan coil unit (FCU) for cooling and heating installed in the current sites were briefly examined and then a method to determine the number of FCUs required to recover surplus solar energy was schematically proposed to provide basic data for researchers and technical engineers in this field. The maximum, mean, and minimum outside temperatures during the experiment period were about $28.2^{\circ}C$, $4.4^{\circ}C$, and $-11.5^{\circ}C$, respectively. The horizontal surface solar radiation level outside the greenhouse was in a range of $0.8-20.5MJ{\cdot}m^{-2}$ and mean and total solar radiation were $10.8MJ{\cdot}m^{-2}$ and $1,187.5MJ{\cdot}m^{-2}$. The mean temperature and relative humidity in the greenhouse during the daytime were in a range of 18.8-45.5 and 53.5-77.5%. The total surplus solar energy recovered from the greenhouse during the experiment period was approximately 6,613.4MJ, which could supplement about 6.7% of the total heating energy 98,600.2 MJ. In addition, the number of FCUs installed for heating varies case to case, although similar FCUs are used. Thus, it is necessary to study the installation height, orientation and installation distance as well as the appropriate number of FCUs from the efficient and economical viewpoints. The required numbers of FCUs for surplus solar energy recovery were 8.4-10.9units and 6.1-8.0units based on air mass and circular flow rate that passed through the FCUs. Considering calculation methods and the risks such as efficiency and use environments of FCUs, it was found that about nine units (one unit per $24m^3$ approximately) needed to be installed. The required number of FCUs for surplus solar energy recovery was around one unit per $24m^3$ approximately.

• Proceedings of the Korean Society of Computer Information Conference
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• 2012.07a
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• pp.257-260
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• 2012

소수력 발전은 대체에너지의 일환으로 공해가 없고 작동의 신뢰도가 높아 신재생에너지 연구개발과 관련하여 소수력발전에 대한 관심이 높아지고 있으나, 기존의 대수력용 수차와는 달리 소수력용 수차 및 주변 시스템의 설계법이 근래 확립되어 있지 않다. 본 연구에서는 수차의 크기 및 수차의 잠김 정도가 일정한 유량과 유속에 대하여 수차의 각 운동량, 즉 출력에 미치는 영향에 대하여 분석하고 이를 토대로 수차의 적정 설치기준 및 수차를 제어하기 위한 제어용 소프트웨어를 마련하기 위하여 실험 환경을 구성하고, 구성된 실험 환경에서 자료 취득을 하기 위한 전자 회로 및 소프트웨어를 구성하고, 구성된 장치와 환경에서 취득한 자료가 유효함을 확인하였다.

• The Journal of Engineering Geology
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• v.29 no.1
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• pp.51-68
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• 2019

This study performs to evaluate adaptability of seashore filtering type seawater-intake which adapts dua1 filter well alternative for direct seawater-intake. This study varies filter condition of seashore free surface aquifer which is composed of sand layer then installs real size dual filter well and single filter well to evaluate water permeability and proper pumping amount according to filter condition. According to result of step aquifer test, it is analysed that 110.3% synergy effect of water permeability coefficient is happened compare to single filter since dual filter well has better improvement. dual filter has higher water permeability coefficient compare to same pumping amount, this means dual filter has more improved water permeability than single filter. According to analysis result of continuous aquifer test, it is evaluated that dual filter well (SD1200) has higher water permeability than single filter well (SS800) by analysis of water permeability coefficient using monitoring well and gauging well, it is also analysed dual filter has 110.7% synergy effect of water permeability coefficient. As a evaluation result of pumping amount according to analysis of water level dropping rate, it is analysed that dual filter well increased 122.8% pumping amount compare to single filter well when water level dropping is 2.0 m. As a result of calculating proper pumping amount using water level dropping rate, it is analysed that dual filter well shows 136.0% higher pumping amount compare to single filter well. It is evaluated that proper pumping amount has 122.8~160% improvement compare to single filter, pumping amount improvement rate is 139.6% compare to averaged single filter. In other words, about 40% water intake efficiency can be improved by just installation of dual filter compare to normal well. Proper pumping amount of dual filter well using inflection point is 2843.3 L/min and it is evaluated that daily seawater intake amount is about $4,100m^3/day$ (${\fallingdotseq}4094.3m^3/day$) in one hole of dual filter well. Since it is possible to intake plenty of water in one hole, higher adaptability is anticipated. In case of intaking seawater using dual filter well, no worries regarding damages on facilities caused by natural disaster such as severe weather or typhoon, improvement of pollution is anticipated due to seashore sand layer acts like filter. Therefore, It can be alternative of environmental issue for existing seawater intake technique, can save maintenance expenses related to installation fee or damages and has excellent adaptability in economic aspect. The result of this study will be utilized as a basic data of site demonstration test for adaptation of riverside filtered water of upcoming dual filter well and this study is also anticipated to present standard of well design and construction related to riverside filter and seashore filter technique.

• The Journal of Engineering Geology
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• v.28 no.1
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• pp.101-115
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• 2018

This study was carried out to evaluate the effects of various filter conditions on unconfined aquifer (alluvial aquifer). We made model test device which has filter layer, pumping well and observation well which consist of sand layer and gravel layer to test. Step drawdown test and long term pumping tests were carried out using the device. The permeability characteristics of each test group were confirmed and the optimal yield was calculated. As a result of comparing the optimal yield of double filter and single filter in sand, dual-filter SD-300 was valued at 216.8 % higher final optimal yield than single-filter SS-300. Comparing the dual filter SD-300 and the single filter SS-100 with a thin filter layer, dual-filter SD-300 was valued at 709.2% higher final optimal yield than single-filter SS-300. As a result of analysis of optimal yield change over time, It was confirmed that the ratio of optimal yield of single filter and dual filter increase over time. In order to evaluate the long-term change in water intake efficiency, we considered the point at which the initial optimal yield was reduced by 50%. The dual filter SD-300 is about 351.1% higher than SS-300, which is the same thickness filter, and about 579.0% higher than SS-100. From these results, Assuming that the point at which the initial quantity of water intake is reduced to 50% is the well life, double filters are expected to increase their lifespan by about 3.5 times over single filters of the same thickness and by about 5.8 times over typical single filter. These results can be used to design wells to river bank filtration or filtered seawater. In addition, it is possible to clarify the effect of the double filter through the comparison with the future field test results.