• Title/Summary/Keyword: 안전이격거리

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Standards of Distance between Gas Pipeline and Tower Ground (가스배관과 철탑접지의 이격거리 관련 기준)

  • Lee, H.G.;Ha, T.H.;Ha, Y.C.;Bae, J.H.;Kim, D.K.
    • Journal of the Korean Institute of Gas
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    • v.11 no.1 s.34
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    • pp.18-22
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    • 2007
  • The fault current through the earth originated from a power line ground fault might cause arcing through the soil to an adjacent pipeline, which might bring about not only a catastrophic accident such as gas explosion and oil leakage but also a hazard to the safety of workers responsible for the maintenance and repair of the pipeline. In this paper we investigated the arcing phenomena through soil between a power line tower and a pipeline and outlined the standards for the separation distance of a buried pipeline adjacent to the power line tower.

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Analysis of effect of hydrogen jet fire on tunnel structure (수소 제트화염이 터널 구조체에 미치는 영향 분석)

  • Park, Jinouk;Yoo, Yongho;Kim, Whiseong
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.23 no.6
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    • pp.535-547
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    • 2021
  • A policy to expand the hydrogen economy has been established in Korea and the supply of FCEV is being expanded to realize a hydrogen society. Therefore, the supply of FCEV is expected to increase rapidly, and a solution to respond to accidents of FCEV is required. In this study, an experimental study was conducted to analyze the effect of the hydrogen jet flame generated by a FCEV on the inner wall of the tunnel and the characteristics of the internal radiant heat. For the experiment, the initial pressure of hydrogen tank was set to 700 bar, and the injection nozzle diameter was set to 1.8 mm in order to make the same as the conditions generated in the FCEV. In addition, a tunnel fire resistance test specimen having the same strength as the compressive strength of concrete applied to general tunnels of 40 MPa was manufactured and used in the experiment. The results were analyzed for the separation distance (2 m and 4 m) between the hydrogen release nozzle and the tunnel fire resistance test concrete. As the result, the maximum internal temperature of the test concrete was measured to 1,349.9℃ (2 m separation distance), and the radiant heat around the jet flame was up to 39.16 kW/m2.

Evaluation of Fire Investigation as the Separation Distances for Several Types of Insulation Panels (단열패널 종류별 이격거리에 따른 화재감식 평가)

  • Kim, Jeong-Hun;Kim, Da-Seul
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.22 no.4
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    • pp.403-412
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    • 2021
  • Despite strengthening requirements for fire retardancy and applied buildings of insulation panels, the number of fires and influence of damage have increased. In this study, the thermal effects were evaluated as the separation distances, and three types of EPS panel, glass wool panel, and gypsum board panel were then selected. Temperature sensors on the panels were installed vertically from the ground. The fire source on the lamination layer of lumber was ignited by changes in the separation distances (0 cm, 25 cm, 50 cm) from the panels. The test results suggested that the maximum temperature was 349 ℃ in the EPS panel. The inside/outside shape changes were limited by the height of the low and middle positions until the critical point of a 25 cm separation distance. Furthermore, the combustion marks appeared after 500 s on average, and then the EPS panel with a high fire strength showed a broad "U type" pattern, glass wool panel, and gypsum board panel showed medium or narrow "V type" pattern. Therefore, the acquired data can provide valuable information for evaluating the fire risks and verifying fire investigation from buildings composed of these insulation panels.

A Study on Pillar Behavior of Twin Parallel Tunnels by Numerical Approach (병렬터널 필라부 거동에 대한 수치해석 검토)

  • Byun, Yoseph;Kim, Hyungi;Lee, Sangsu;Chun, Byungsik
    • Journal of the Korean GEO-environmental Society
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    • v.11 no.8
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    • pp.49-55
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    • 2010
  • Safety estimation of the pillar between parallel tunnels are very important considering stress concentration in case the piller width is not enough to secure the stability. Pillar width needs to be determined properly because of the progressive failure-risk of pillar due to stress-concentration. In this research, the effect of element size in numerical analysis was evaluated based on that yield pillar's stability and proposed systematic analysis about pilar's stability examination. In consequence of it, element size does not give any effect on intensity stress ratio. On the other hand, the analysis using the smaller element size results in lower safety factor in strength reduction technique. In case of the weathered re.k on the main ground layer, the analysis of result was not reliable. In conclusion, the smaller element size is, the more stable factor is.

해상풍력단지 및 단지내 통항로의 항로표지 설치 기준에 관한 연구

  • 장유락;국승기
    • Proceedings of the Korean Institute of Navigation and Port Research Conference
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    • 2022.11a
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    • pp.7-8
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    • 2022
  • 국내 해상풍력발전단지가 증가함에 따라 소형선박의 단지 내 위험통항이 증가하고 있으며, 제한된 시계 또는 야간항해 시 해양풍려발전단지 부근을 항해하는 선박들의 안전항행 우도 및 해양풍력단지 시설물 보호의 필요성이 높아지는 등 해상풍력발전단지 내 항로표지가 중요한 의미를 갖게 되었다. 이 연구에서는 국제항로표지협회의 권고안과 주요국가의 국내규정 그리고 국내관련 규정을 비교·분석하여 항로표지의 기능 및 규격에 관한 기준의 개정방안을 제시하였다.

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Hazard Distance from Hydrogen Accidents (수소가스사고의 피해범위)

  • Jo, Young-Do
    • Journal of the Korean Institute of Gas
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    • v.16 no.1
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    • pp.15-21
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    • 2012
  • An analysis was completed of the hazards distance of hydrogen accidents such as jet release, jet fire, and vapor cloud explosion(VCE) of hydrogen gas, and simplified equations have been proposed to predict the hazard distances to set up safety distance by the gas dispersion, fire, and explosion following hydrogen gas release. For a small release rate of hydrogen gas, such as from a pine-hole, the hazard distance from jet dispersion is longer than that from jet fire. The hazard distance is directly proportional to the pressure raised to a half power and to the diameter of hole and up to several tens meters. For a large release rate, such as from full bore rupture of a pipeline or a large hole of storage vessel, the hazard distance from a large jet fire is longer than that from unconfined vapor cloud explosion. The hazard distance from the fire may be up to several hundred meters. Hydrogen filling station in urban area is difficult to compliance with the safety distance criterion, if the accident scenario of large hydrogen gas release is basis for setting up the safety distance, which is minimum separation distance between the station and building. Therefore, the accident of large hydrogen gas release must be prevented by using safety devices and the safety distance may be set based on the small release rate of hydrogen gas. But if there are any possibility of large release, populated building, such as school, hospital etc, should be separated several hundred meters.

Effect of Separation Between Main and Divergent Tunnels in Divergence Section of Double-Deck Tunnel on the Stability (복층터널 분기구에서의 터널 이격에 따른 안정성 영향)

  • La, You-Sung;Kim, Bum-Joo
    • Journal of the Korean Geosynthetics Society
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    • v.15 no.2
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    • pp.45-54
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    • 2016
  • Double deck tunnels are considered to have a large demand in a near future for solving traffic congestion problems and overcoming the limitations in constructing new tunnels. This study presents a numerical investigation using finite element (FE) analysis on the behaviors of the tunnels and the stability of pillars in a divergence section where single tunnel is diverged from a main line double deck tunnel. The effects of the separation distance between the diverged and the main tunnels and the ground condition were examined through the FE analysis by varying the separation distance from 0.1D to 2.0D (D: diameter of main tunnel) and the rock class from class I to V, respectively, and the analysis results were compared with those using empirical methods, strength-stress ratio, and the volume of interference. The FE analysis results indicated that the separation distance has a larger effect on tunnel behaviors, compared with the rock strength, and a single tunnel with a large cross section is more favorable than two separated tunnels for tunnel stability when the separation distance is below 0.7D.

Assessment of minimum pillar width and reinforcement of parallel tunnel using numerical analysis and field monitoring (수치해석과 현장계측을 통한 병렬터널의 최소 필라폭과 보강에 대한 평가)

  • An, Yong-Koan;Kong, Suk-Min;Lee, Yong-Joo
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.16 no.3
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    • pp.299-310
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    • 2014
  • Nationally, tunnel and underground constructions are necessary for the environmental sustainability and the efficient use of land space. For the importance of eco-friendly circumstances, 2-arch or large road tunnel has been designed so far. However, such a 2-arch or large tunnel has problems in terms of cost, constructability, construction period, and maintenance. Therefore, in this study, tunnel behavior and stability of rock pillar according to the pillar width and cover depth for parallel tunnels are investigated by performing FE analysis and using empirical formula. According to the results, Rock pillar is reinforced for distributed vertical load by Tie-Bolt due to unpredicted ground deformation, and the reinforced rock pillar's behaviour from the FE analysis shows a quite good agreement with field measurement. According to ground conditions, if the pillar width of the parallel tunnels is reduced, it can be more efficient in use of the tunnel space compared to previous tunnels.

Determination of Weaving Section at Highway Collector-Distrivutor (집산로가 설치된 고속도로 위빙구간 유출입부 설계기준 제시)

  • Oh, Jaechul;Kim, Yoon Mi;Lee, Hyung Mu;Ha, Tae Jun
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.38 no.6
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    • pp.879-885
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    • 2018
  • The highway weaving section is a point where there is a conflict caused by entry and exit vehicles. In order to minimize the impact on the main line, an accumulation line should be installed. The design speed of the collecting part is 50 km/h, but the actual driver does not have proper deceleration according to the design speed. In this study, considering the driving behaviors, the design specification, and the driver 's viewing angle, the appropriate separation distance for safe entry and exit of collecting, connecting, and collecting roads was examined. As a result of the analysis, it is found that a distance of 60m is required from the point where the merging starts. The results of this study are expected to contribute to the improvement of driver safety due to the conflict between entry and exit vehicles when applied to the weaving section where collecting roads are installed.

Algorithm on Detection and Measurement for Proximity Object based on the LiDAR Sensor (LiDAR 센서기반 근접물체 탐지계측 알고리즘)

  • Jeong, Jong-teak;Choi, Jo-cheon
    • Journal of Advanced Navigation Technology
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    • v.24 no.3
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    • pp.192-197
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    • 2020
  • Recently, the technologies related to autonomous drive has studying the goal for safe operation and prevent accidents of vehicles. There is radar and camera technologies has used to detect obstacles in these autonomous vehicle research. Now a day, the method for using LiDAR sensor has considering to detect nearby objects and accurately measure the separation distance in the autonomous navigation. It is calculates the distance by recognizing the time differences between the reflected beams and it allows precise distance measurements. But it also has the disadvantage that the recognition rate of object in the atmospheric environment can be reduced. In this paper, point cloud data by triangular functions and Line Regression model are used to implement measurement algorithm, that has improved detecting objects in real time and reduce the error of measuring separation distances based on improved reliability of raw data from LiDAR sensor. It has verified that the range of object detection errors can be improved by using the Python imaging library.