• 제목/요약/키워드: Pipelines

검색결과 828건 처리시간 0.024초

가연성가스 수송배관에 대한 목표 신뢰도 수준 설정에 관한 연구 (A Study on Establishing Target Reliability Levels for Flammable Gas Transmission Pipelines)

  • 이진한;조영도;문종삼
    • 한국가스학회지
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    • 제22권6호
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    • pp.52-58
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    • 2018
  • 신뢰도 기반 접근법(RBDA)에서, 신뢰도 목표는 설계 및 유지관리 단계에서 관계되는 한계상태를 충족할 수 있는 정도의 안전 수준을 가지는 지 확인하기 위해서 사용된다. 우리나라의 경우 가연성 가스 배관에 대한 신뢰도 목표는 아직 개발되거나 활용되지 못하고 있다. 다만 신뢰도 목표 대신에 사회적 위험과 개인적 위험과 같은 위험 측정지표에 대한 허용가능(tolerable) 판단기준이 배관의 위험관리에 적용되어 왔다. 본 논문에서는 고압천연가스 배관에 대한 정량적 위험평가 시 판단기준으로 삼는 사회적, 개인적 위험 판단기준을 사용하여 신뢰도 기반 접근법의 핵심요소인 목표 신뢰도를 개발하는 절차를 소개하고 자 한다. 또한 소개된 절차를 통해 천연가스와 수소가스 수송배관에 대한 신뢰도 목표를 제안한다.

Seismic behavior of deep-sea pipeline after global buckling under active control

  • Jianshuo Wang;Tinghao Meng;Zechao Zhang;Zhihua Chen;Hongbo Liu
    • Earthquakes and Structures
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    • 제26권4호
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    • pp.261-267
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    • 2024
  • With the increase in the exploitation depth of offshore oil and gas, it is possible to control the global buckling of deep-sea pipelines by the snake lay method. Previous studies mainly focused on the analysis of critical buckling force and critical temperature of pipelines under the snake-like laying method, and pipelines often suffer structural failure due to seismic disasters during operation. Therefore, seismic action is a necessary factor in the design and analysis of submarine pipelines. In this paper, the seismic action of steel pipes in the operation stage after global buckling has occurred under the active control method is analyzed. Firstly, we have established a simplified finite element model for the entire process cycle and found that this modeling method is accurate and efficient, solving the problem of difficult convergence of seismic wave and soil coupling in previous solid analysis, and improving the efficiency of calculations. Secondly, through parameter analysis, it was found that under seismic action, the pipe diameter mainly affects the stress amplitude of the pipeline. When the pipe wall thickness increases from 0.05 m to 0.09 m, the critical buckling force increases by 150%, and the maximum axial stress decreases by 56%. In the pipe soil interaction, the greater the soil viscosity, the greater the pipe soil interaction force, the greater the soil constraint on the pipeline, and the safer the pipeline. Finally, the pipeline failure determination formula was obtained through dimensionless analysis and verified, and it was found that the formula was accurate.

Seismic response analysis of buried oil and gas pipelines-soil coupled system under longitudinal multi-point excitation

  • Jianbo Dai;Zewen Zhao;Jing Ma;Zhaocheng Wang;Xiangxiang Ma
    • Earthquakes and Structures
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    • 제26권3호
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    • pp.239-249
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    • 2024
  • A new layered shear continuum model box was developed to address the dynamic response issues of buried oil and gas pipelines under multi-point excitation. Vibration table tests were conducted to investigate the seismic response of buried pipelines and the surrounding soil under longitudinal multi-point excitation. A nonlinear model of the pipeline-soil interaction was established using ABAQUS finite element software for simulation and analysis. The seismic response characteristics of the pipeline and soil under longitudinal multi-point excitation were clarified through vibration table tests and simulation. The results showed good consistency between the simulation and tests. The acceleration of the soil and pipeline exhibited amplification effects at loading levels of 0.1 g and 0.2 g, which significantly reduced at loading levels of 0.4 g and 0.62 g. The peak acceleration increased with increasing loading levels, and the peak frequency was in the low-frequency range of 0 Hz to 10 Hz. The amplitude in the frequency range of 10 Hz to 50 Hz showed a significant decreasing trend. The displacement peak curve of the soil increased with the loading level, and the nonlinearity of the soil resulted in a slower growth rate of displacement. The strain curve of the pipeline exhibited a parabolic shape, with the strain in the middle of the pipeline about 3 to 3.5 times larger than that on both sides. This study provides an effective theoretical basis and test basis for improving the seismic resistance of buried oil and gas pipelines.

흙의 액화과정에 따른 맨홀이 있는 지하 매설관의 동적해석 (Dynamic Analysis of Buried Pipelines with Manhole during a Soil Liquefaction Process)

  • 심재수
    • 대한토목학회논문집
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    • 제11권1호
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    • pp.1-8
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    • 1991
  • 지진 작용에 대한 지하매설관의 안전설계를 위한 연구가 최근 활발히 진행중이다. 매설관의 파괴원인 중 하나는 관로 주위 흙의 액화영향이다. 최근 쉐이킹 테이블로 흙의 액화 현상을 야기하여 매설 관로 모텔의 거동에 대한 실험적 연구와 해설적 연구들이 수행되었다. 해석적 연구에서 구한 결과들은 실험치의 2배 이상이었다. 그러므로 본연구는 매설관로의 거동을 파악하기 위하여 흙의 액화과정에 따른 동적 토압 및 수압계수, 감쇄계수 및 동적 지반계수들을 보다 실험에 근사하게 나타내고 비선형 운동 방정식을 작성하여 시간 이력 해석을 한다.

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A Parallel Deep Convolutional Neural Network for Alzheimer's disease classification on PET/CT brain images

  • Baydargil, Husnu Baris;Park, Jangsik;Kang, Do-Young;Kang, Hyun;Cho, Kook
    • KSII Transactions on Internet and Information Systems (TIIS)
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    • 제14권9호
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    • pp.3583-3597
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    • 2020
  • In this paper, a parallel deep learning model using a convolutional neural network and a dilated convolutional neural network is proposed to classify Alzheimer's disease with high accuracy in PET/CT images. The developed model consists of two pipelines, a conventional CNN pipeline, and a dilated convolution pipeline. An input image is sent through both pipelines, and at the end of both pipelines, extracted features are concatenated and used for classifying Alzheimer's disease. Complimentary abilities of both networks provide better overall accuracy than single conventional CNNs in the dataset. Moreover, instead of performing binary classification, the proposed model performs three-class classification being Alzheimer's disease, mild cognitive impairment, and normal control. Using the data received from Dong-a University, the model performs classification detecting Alzheimer's disease with an accuracy of up to 95.51%.

배관 검사 로봇 시스템 개발 (Development of Inpipe Inspection Robot System)

  • 백상훈;류성무;노세곤;최혁렬
    • 대한기계학회논문집A
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    • 제25권12호
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    • pp.2030-2039
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    • 2001
  • Recently, various inpipe inspection robots are developed and its effective values are increased in industrial use. However, it is so difficult to make a inpipe inspection robot system which has flexible mobility and accuracy of inspection in pipelines. Especially, it is very important to know the exact crack position. In this paper, we are to present a lately developed inpipe inspection robot system which can resolve the above Problems. The robot is configured as an articulated structure like a snake. Two active driving vehicles are located in front and rear of the inspection robot respectively and passive modules such as a nondestructive testing module and a control module are chained between the active vehicles. Special feature of the robot system is a ground interface, which is able to show informations of robot and pipelines. By using this, so called virtual map in this paper, user is able to know the pipelines'feature and crack position.

가스 배관내 가스 컨덴세이트의 발생 시작점 및 발생량 예측을 위한 통계 모델 연구 (A Statistical Model for Predicting Incipient Point and Quantity of Gas Condensate in Gas Pipelines)

  • 장승용
    • 한국가스학회지
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    • 제10권4호
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    • pp.1-5
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    • 2006
  • 가스 소비의 급증으로 천연가스의 수송수단인 배관의 역할이 증가하고 있다. 일반적으로 배관으로 가스를 수송할 경우, 주로 컨덴세이트 형성에 기인하는 일부 액체가 관내에 형성되어 가스 산업현장에서 복잡한 조업 상의 문제점을 발생시킨다. 그러므로, 가스 컨덴세이트의 존재가 조업 효율에 미치는 영향을 예측할 수 있는 적절한 방법이 필요하다. 본 연구에서는 통합된 단상/2상 유동개념을 사용하여 가스 컨덴세이트의 발생 시작점과 그 발생량의 영향이 출구 압력에 미치는 영향을 분석할 수 있는 통계 모델을 개발하였다. 또한 컨덴세이트 발생 시작점 이후, 2상 유동지역에서 유동형태의 변화가 출구 압력에 미치는 영향도 분석되었다.

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지하매설 플라스틱 배관의 누수지점 추정을 위한 창함수 비교 연구 (Comparison of Window Functions for the Estimation of Leak Location for Underground Plastic Pipes)

  • 이영섭
    • 한국소음진동공학회논문집
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    • 제20권6호
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    • pp.568-576
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    • 2010
  • It is widely known that the leak locating of underground plastic pipelines is much more difficult than that of cast iron pipelines. The precision of the leak locating depends upon the speed of leak signal and the time delay estimation between the two sensors on the pipeline. In this paper, six different windowing filters are considered to improve the time delay estimation especially for the plastic pipelines. The time delay is usually estimated from the peak time of cross-correlation functions. The filtering windows including rectangle, Roth, Wiener, SCOT, PHAT and maximum likelihood are applied to derive the generalized cross-correlation function and compared each other. Experimental results for the actual plastic underground water supply pipeline show that the introduction of the filtering windows improved the precision of time delay estimation. Some window functions provide excellent leak locating capability for the plastic pipe of 98 m long, which is less than 1 % of the pipe lengths. Also a new probabilistic approach that the combinations of all results from each filtering window is suggested for the better leak locating.

Remote sensing and GIS technologies for route selection of 'West-East Nature Gas pipeline'

  • Zhu Xiaoge;Zhang Yaoyan;Zhang Yiming;Van Hu;Shihong Wang
    • 대한원격탐사학회:학술대회논문집
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    • 대한원격탐사학회 2004년도 Proceedings of ISRS 2004
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    • pp.28-30
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    • 2004
  • The West-East Nature Gas Pipeline is a great project in China. Advanced remote sensing technology combined with GIS and GPS is used to select the favorable plan from various possible routes through interpreting the information of topographic landform, regional geology, disaster geology, traffic conditions and nature environment from remote sensing images. There are a lot of changes in geographical and environmental factors along such pipelines due to the rapid development in China. Image maps produced from new satellite data can identify these changes and be used successfully not only on route-selection studies but also on in situ investigation, together with GPS. Results from detail analysis provide necessary information and parameters for plan, design and construction of the pipeline and they are also the basic data for the pipeline database. The set of techniques has been applied on planning and designing several pipelines successfully.

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대구경 관로의 배수시간 산정을 위한 수치해석 기법 (A Numerical Method to Calculate Drainage Time in Large Transmission Pipelines Filter)

  • 신병호;최두용;정관수
    • 상하수도학회지
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    • 제31권6호
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    • pp.511-519
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    • 2017
  • Multi-regional water supply system, which installed for supplying multiple water demands, is characterized by large-sized, long-distance, tree-type layout. This system is vulnerable to long-standing service interruption when a pipe breaks is occurred. In this study, a numerical method is proposed to calculate drainage time that directly affects time of service interruption. To begin with, governing equations are formulated to embed the delayed drainage effect by the friction loss, and to resolve complicated connection of pipelines, which are derived from the continuity and energy equations. The nonlinear hydraulic equations are solved by using explicit time integration method and the Newton-Raphson method. The developed model is verified by comparing the result with analytical solution. Furthermore, the model's applicability is validated by the examples of pipelines in serial, in parallel, and complex layout. Finally, the model is utilized to suggest an appropriate actions to reduce the deviation of draining time in the C transmission line of the B multi-regional water supply system.