• 제목/요약/키워드: Underground research facility

검색결과 139건 처리시간 0.023초

수변전실 및 지중 배전기기의 침수 방지 관련 현장 조사 분석 (The investigation of field condition on flood protection of substation and underground power equipment (pad-mounted transformers & switches))

  • 김기현;최명일;배석명;이재용
    • 한국조명전기설비학회:학술대회논문집
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    • 한국조명전기설비학회 2007년도 추계학술대회 논문집
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    • pp.327-331
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    • 2007
  • Inundation of substation and underground power equipment(pad-mounted transformers & switches) breaks out every summer season in low-lying downtown and low-lying shore by localized heavy rain, typhoon and tidal wave. In case inundation of substation and underground power equipment, it occurs a great economic loss owing to recovery time and events of electric shock occur by inundation electrical facility. So we search the damage situation and installation situations. Therefore we propose the necessity of protection of flood at low-lying downtown and low-tying shore. This paper will be used to present a reform proposal of electrical related law about flood protection of existing power equipment.

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IEC60364-4-44의 국내 배전계통 적용을 위한 실증시험 (Field Test on IEC60364-4-44 for the Application in Korean distribution system)

  • 남기영;최상봉;정성환;이재덕;류희석;김대경
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 2006년도 제37회 하계학술대회 논문집 A
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    • pp.486-487
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    • 2006
  • The authors have studied on the application of IEC 60364-4-44 to Korean electrical installations of buildings from 2004 sponsored by Korean ministry of commerce, industry and energy and the test field is established in K.E.R.I. (Korea Electrotechnology Research Institute). This paper presents the summary results of establishment of test field and analysis for the application of IEC 60364 in Korea. IEC 60364-4-44 provides rules for the protection against the effects of conducted and radiated disturbances on electrical installations. Especially this standard deals with the protection of low voltage facility against the ground fault in the high voltage side of power distribution system. Many countries define the regulations on the use and production of electrical facilities based on their own power system and technical references which are considered to be suitable for them. The background of circuit of IEC 60364-4-44 is based on the ungrounded system as most of European countries. However, since Korean electric power distribution system is based on multi-grounding system different from European system, it is necessary to evaluate or prove the effect of the IEC 60364-4-44 for introducing and applying it to the domestic grounding system as a Korean standard. This paper presents the establishment of test field to get background data to introduce the IEC 60364-4-44 and to evaluate the standard is applicable to domestic rule for the protection against ground fault through the related test

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Analysis of Seasonal Airborne Radon Concentration Characteristics in Public-Use Facilities

  • Young-Do KIM;Woo-Taeg KWON
    • 웰빙융합연구
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    • 제6권2호
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    • pp.1-7
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    • 2023
  • Purpose: The purpose of this study is to investigate the characteristics of airborne radon concentration by season in public-use facilities in South Korea. Research design, data and methodology: The data is provided by the public data portal, and public-use facilities nationwide where radon in the air is measured are specialized sanatorium for senior citizens, libraries, childcare facilities, postpartum care centers, medical institutions, funeral halls, underground shopping malls, and underground subway stations. Results: The facility with the highest radon concentration in public-use facilities was childcare facilities with an average of 50.2 ± 21.7 Bq/m3, while the average of medical institutions was the lowest at 24.8 ± 5.7 Bq/m3. The season with the largest difference in average radon concentration between childcare facilities and medical institutions was in the order of fall (28.6 Bq/m3), followed by winter (28.1 Bq/m3), spring (23.0 Bq/m3), and summer (22.0 Bq/m3). Conclusions: The main concentration levels of each public-use facility shown in this study are all below domestic and international standards, but there is a significant concentration difference between facilities. By season, winter showed the highest average concentration (40.6 ± 21.3 Bq/m3) and summer showed the lowest average concentration (23.8 ± 14.0 Bq/m3).

Radon in the Underground Workplaces; Assessment of the Annual Effective Dose due to Inhaled Radon for the Seoul Subway Station Staffs

  • Song, Myeong-Han;Chang, Byung-Uck;Kim, Yong-Jae;Lee, Hwa-Yong;Heo, Dong-Hey
    • Journal of Radiation Protection and Research
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    • 제35권4호
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    • pp.163-166
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    • 2010
  • The effective dose of the Seoul subway staffs due to inhaled radon ($^{222}Rn$) in their workplace was investigated depended on radon concentration exposed at each workplace, and working hours and working types of the staffs. Annual average radon concentrations ranged from 16.5 to 93.0 $Bq{\cdot}m^{-3}$. The staffs commonly spend 2,304 hours in the underground spaces a year. With the radon concentrations and the working hours of the staffs, estimated annual effective doses ranged from 0.23 to 0.73 $mSv{\cdot}y^{-1}$.

스크린도어가 설치된 대심도 지하역사의 제연 실험 I - 승강장에서의 제연의 효과 분석 (Smoke Control Experiment of a Very Deep Underground Station Where Platform Screen Doors are Installed (I) - Analysis on Smoke Control Performance on the Platform)

  • 박원희;김창용;조영민;권태순;이덕희
    • 예술인문사회 융합 멀티미디어 논문지
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    • 제8권7호
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    • pp.485-496
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    • 2018
  • 본 논문에서는 스크린도어가 설치되어 있는 지하역사 승강장에서 화재가 발생시 승강장 환기실에 설치된 송풍기의 작동에 따른 연기거동을 실험적인 방법으로 측정하였다. 스크린도어가 닫힌 승강장에서 모의화재 발생시 승강장의 제연설비가 작동하지 않은 경우와 작동하는 경우에 제연 특성을 비교하였다. 화재연기를 모사하기 위하여 연기발생기에서 발생한 연기를 열풍기를 이용하여 가열하였다. 화재연기를 정량적으로 측정하기 위하여 연기농도계를 이용한 광투과도를 측정하였다. 스크린도어가 닫혀져있고 지하역사의 제연설비가 작동되지 않는 경우 승강장에 화재가 발생하면 연기가 승강장 내부에 축적되어 승객의 피난이 매우 어려우며, 매우 위험한 상황으로 연결될 수 있음을 확인할 수 있었다. 반면에 역사의 제연설비를 가동한 조건에서는 승강장 화재에 의해 발생한 연기가 역사의 제연설비를 통하여 외부로 빠져나가며, 대합실에서 승강장 방향으로 기류가 형성되어 승강장 승객이 대합실 방향으로 대피하는 것이 가능함을 확인할 수 있었다. 후속 논문에서는 승강장 인접부에 위치한 터널환기구를 통한 터널 제연의 병행효과에 대하여 다룰 예정이다.

Estimation of groundwater inflow into an underground oil storage facility in granite

  • Wang, Zhechao;Kwon, Sangki;Qiao, Liping;Bi, Liping;Yu, Liyuan
    • Geomechanics and Engineering
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    • 제12권6호
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    • pp.1003-1020
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    • 2017
  • Estimation of groundwater inflow into underground opening is of critical importance for the design and construction of underground structures. Groundwater inflow into a pilot underground storage facility in China was estimated using analytical equations, numerical modeling and field measurement. The applicability of analytical and numerical methods was examined by comparing the estimated and measured results. Field geological investigation indicated that in local scale the high groundwater inflows are associated with the appearance of open joints, fractured zone or dykes induced by shear and/or tensile tectonic stresses. It was found that 8 groundwater inflow spots with high inflow rates account for about 82% of the total rate for the 9 caverns. On the prediction of the magnitude of groundwater inflow rate, it was found that could both (Finite Element Method) FEM and (Discrete Element Method) DEM perform better than analytical equations, due to the fact that in analytical equations simplified assumptions were adopted. However, on the prediction of the spatial distribution estimation of groundwater inflow, both analytical and numerical methods failed to predict at the present state. Nevertheless, numerical simulations would prevail over analytical methods to predict the distribution if more details in the simulations were taken into consideration.

제주지역 지하공기를 이용한 농업시설용 히트펌프시스템의 난방 성능 분석 - 제주지역을 중심으로 - (The Analysis of heating performance of heat pump system for agricultural facility using underground air in Jeju area - Focused on the Jeju Area -)

  • 강연구;임태섭
    • KIEAE Journal
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    • 제16권6호
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    • pp.109-114
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    • 2016
  • Purpose: The underground air is the warm air discharged from the porous volcano bedrock 30-50m underground in Jeju, including excessive humidity. The temperature of the underground air is $15-20^{\circ}C$ throughout the year. In Jeju, the underground air was used for heating greenhouses by supplying into greenhouses directly. This heating method by supplying the underground air into greenhouses directly had several problems. The study was conducted to develop the heat pump system using underground air as heat source for resolving excessive humidity problem of the underground air, adopting the underground air as a farm supporting project by Ministry of Agriculture, Food and Rural Affairs(MAFRA) and saving heating cost for agricultural facilities. Method: 35kW scale(10 RT) heat pump system using underground air installed in a greenhouse of area $330m^2$ in Jeju-Special Self-Governing Province Agricultural Research & Extension Services, Seogwipo-si, Jeju. The inlet and outlet water temperature of the condenser, the evaporator and the thermal storage tank and the underground air temperature and the air temperature in the greenhouse were measured by T type thermocouples. The data were collected and saved in a data logger(MV200, Yokogawa, Japan). Flow rates of water flowing in the condenser, the evaporator and the thermal storage tank were measured by an ultrasonic flow meter(PT868, Panametrics, Norway). The total electric power that consumed by the system was measured by a wattmeter(CW240, Yokogawa, Japan). Heating COP, rejection heat of condenser, extraction heat of evaporator and heating cost were analyzed. Result: The underground air in Jeju was adopted as a farm supporting project by Ministry of Agriculture, Food and Rural Affairs(MAFRA) in 2010. From 2011, the heat pump systems using underground air as a heat source were installed in 12 farms(16.3ha) in Jeju.

Analysis of permeability in rock fracture with effective stress at deep depth

  • Lee, Hangbok;Oh, Tae-Min;Park, Chan
    • Geomechanics and Engineering
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    • 제22권5호
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    • pp.375-384
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    • 2020
  • In this study, the application of conventional cubic law to a deep depth condition was experimentally evaluated. Moreover, a modified equation for estimating the rock permeability at a deep depth was suggested using precise hydraulic tests and an effect analysis according to the vertical stress, pore water pressure and fracture roughness. The experimental apparatus which enabled the generation of high pore water pressure (< 10 MPa) and vertical stress (< 20 MPa) was manufactured, and the surface roughness of a cylindrical rock sample was quantitatively analyzed by means of 3D (three-dimensional) laser scanning. Experimental data of the injected pore water pressure and outflow rate obtained through the hydraulic test were applied to the cubic law equation, which was used to estimate the permeability of rock fracture. The rock permeability was estimated under various pressure (vertical stress and pore water pressure) and geometry (roughness) conditions. Finally, an empirical formula was proposed by considering nonlinear flow behavior; the formula can be applied to evaluations of changes of rock permeability levels in deep underground facility such as nuclear waste disposal repository with high vertical stress and pore water pressure levels.

Long-Term Experiments for Demonstrating Durability of a Concrete Barrier and Gas Generation in a Low-and Intermediate-Level Waste Disposal Facility

  • Kang, Myunggoo;Seo, Myunghwan;Kim, Soo-Gin;Kwon, Ki-Jung;Jung, Haeryong
    • 방사성폐기물학회지
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    • 제19권2호
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    • pp.267-270
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    • 2021
  • Long-term experiments have been conducted on two important safety issues: long-term durability of a concrete barrier with the steel reinforcements and gas generation from low-and intermediate-level wastes in an underground research tunnel of a radioactive waste disposal facility. The gas generation and microbial communities were monitored from waste packages (200 L and 320 L) containing simulated dry active wastes. In the concrete experiment, corrosion sensors were installed on the steel reinforcements which were embedded 10 cm below the surface of concrete in a concrete mock-up, and groundwater was fed into the mock-up at a pressure of 2.1 bars to accelerate groundwater infiltration. No clear evidence was observed with respect to corrosion initiation of the steel reinforcement for 4 years of operation. This is attributed to the high integrity and low hydraulic conductivity of the concrete. In the gas generation experiment, significant levels of gas generation were not measured for 4 years. These experiments are expected to be conducted for a period of more than 10 years.

지하도로 계획 및 기하구조 설계에 관한 연구 (A Study on Planning and Geometric Design of Underground Roads)

  • 김낙석;배성식
    • 한국재난정보학회 논문집
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    • 제7권1호
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    • pp.1-11
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    • 2011
  • 현재 국내의 지하 도로건설 가능성은 증가하고 있으며, 그동안 건설계획이 꾸준히 진행되어 왔다. 그러나 지금까지 지하도로의 특성, 관련 법규 및 설계 기준에 관한 연구는 활발히 진행되지 못하고 있는 실정이다. 본 연구에서는 이러한 배경을 고려하여 지하도로 건설에 필요한 기초적인 방향제시에 관한 내용을 다루고자 한다. 또한, 지하도로에 관한 국내외 사례를 중심으로 분석하고자 한다. 본 연구를 통한 주요 연구결과는 다음과 같다. 1) 지하도로의 선형 선정 시 지하공간 활용, 기술적요인 및 교통체계가 종합적으로 고려되어져야 한다. 2) 지하도로의 설계속도는 주행중 안전성을 확보하기 위하여 제한속도보다 10km/h정도 상회되도록 건설되어야 한다. 3) 비상상황에 대처하기 위하여 지하도로는 재난방지 시설 계획에 만전을 기하여야 한다. 본 연구의 제약상 지하도로 운전자의 특성에 대한 내용은 충분히 반영되고 있지 못하고 있으나 향후 지하도로 건설에 관한 개괄적인 방향제시에 관한 내용은 다루고 있다는 점에서 그 의의가 있을 것으로 판단된다.