• 제목/요약/키워드: Pipelines

검색결과 828건 처리시간 0.032초

Leak Detection and Location of Gas Pipelines Based on a Strong Tracking Filter

  • Zhao, Q.;Zhou, D.H.
    • Transactions on Control, Automation and Systems Engineering
    • /
    • 제3권2호
    • /
    • pp.89-94
    • /
    • 2001
  • This paper presents an approach to leak detection and location of gas pipelines based on a strong tracking filter(STF). The STF has strong robustness against model uncertainties, which will deteriorate the performance of the extended Kalman filter. Hence, much faster and more accurate leak detection and location has been obtained. Computer simulation results demonstrate the effective-ness of the proposed approach.

  • PDF

누설자속법을 이용한 배관내부 부식 평가 (Corrosion Assessment of In-pipe using Magnetic Flux Leakage Technique)

  • 이원용;이병주;양성일;김영주;안봉영
    • 제어로봇시스템학회:학술대회논문집
    • /
    • 제어로봇시스템학회 2000년도 제15차 학술회의논문집
    • /
    • pp.402-402
    • /
    • 2000
  • MFL(Magnetic Flux Leakage) methods are used extensively for inspection of ferromagnetic materials. As an example, pipelines that are buried underground are inspected using MFL methods. By the MFL methods, ferromagnetic pipelines are magnetized by a permanent magnet or an electromagnet and then flux leakage is detected at the defection position. In this paper, we perform modeling of the magnetized pipelines. Also we propose the method localization of th defected areas. The effectiveness of the proposed method is verified experimentally.

  • PDF

Development of an Integrity Evaluation Program for Corroded City Gas Pipelines

  • Shim, D.J.;Yun, K.O.;Choi, J.B.;Kim, Y.J.;Kim, W.S.;Choi, S.C.
    • Corrosion Science and Technology
    • /
    • 제4권4호
    • /
    • pp.164-170
    • /
    • 2005
  • Pipelines have the highest capacity and are the safest and the least environmentally disruptive means for transmitting gas or oil. Recently, failures due to corrosion defects have become a major concern in maintaining pipeline integrity. A number of solutions have been developed for the assessment of remaining strength of corroded pipelines. In this paper, a Fitness-For-Purpose(FFP) type limit load solution for corroded city gas pipelines is proposed. For this purpose, a series of burst tests with various types of machined defects were performed. Finite element simulations were carried out to derive an appropriate failure criterion. Based on such solution along with existing solutions, an integrity evaluation program for corroded city gas pipeline, COPAP-CITY, has been developed.

Defect Estimation of a Crack in Underground Pipelines by CMFL type NDT System

  • Kim, Hui Min;Yoo, Hui Ryong;Cho, Sung Ho;Kim, Dong Kyu;Koo, Sung Ja;Park, Gwan Soo
    • Journal of international Conference on Electrical Machines and Systems
    • /
    • 제2권4호
    • /
    • pp.486-490
    • /
    • 2013
  • A defect which is axially oriented with small size is hard to detect in conventional system. CMFL(Cricumferential Magnetic Flus Leakage) type PIG(Pipelines Inspection Gauge) in the NDT(Nondestructive Testing), is operated to detect this defect called axially oriented cracks in the pipe. It is necessary to decompose the size and shapes of cracks for the manintenance of underground pipelines. This article is focused on the decomposing method of the size and shape of the axially oriented cracks by using inspection signal data for defect.

최신 DnV 규정에 의한 해저 파이프라인의 자유 경간 해석 (Developments of Free Span Analysis of Offshore Pipelines by New DnV Code)

  • Kim, Bum-Suk;Lee, Jong-Hyun;Park, Han-Suk
    • 한국해양공학회:학술대회논문집
    • /
    • 한국해양공학회 2001년도 추계학술대회 논문집
    • /
    • pp.68-72
    • /
    • 2001
  • Two different methods of free span analysis of offshore pipelines by DnV codes were introduced and compared in order to calculate the allowable free span lengths of the offshore pipelines. The allowable span lengths of the offshore pipelines for installation, hydrotest and operation conditions by static and dynamic span analysis were determined. Static analysis was performed by ASME codes and dynamic span analysis was performed by both 1981 DnV code. Comparison of two codes were carried out. A new design procedure to calculate the allowable span lengths was developed with new DnV code.

  • PDF

Numerical Analysis of Peak Uplift Resistance for Pipelines Buried In Sand

  • Kwon, Dae-Hean;Seo, Young-Kyo
    • Journal of Advanced Research in Ocean Engineering
    • /
    • 제3권4호
    • /
    • pp.158-164
    • /
    • 2017
  • A pipeline is one of the most important structures for the transportation of fluids such as oil, natural gas, and wastewater. The uplift behavior of pipelines caused by earthquakes and buoyancy is one of the reasons for the failure of pipelines. The objective of this study is to examine the peak uplift resistance using parametric studies with numerical modeling of PLAXIS 3D Tunnel. The effects of burial depth and pipe diameter on the uplift resistance of loose and dense sand were first examined. Subsequently, the effects of the length of geogrid layers and the number of geogrid layers were examined to prevent uplift behavior.

송전계통에서 고장에 따른 Gas Pipeline 유도전압 분석 (A Fault Effect to Induced Voltage of Gas Pipeline in Transmission Systems)

  • 김현수;이상봉;김철환
    • 전기학회논문지
    • /
    • 제57권10호
    • /
    • pp.1720-1725
    • /
    • 2008
  • Because of the continuous increasing of energy consumption, metallic pipelines are widely used to supply services to customers such as gas, oil, water, etc. Most common metallic pipelines are underground and are now frequently being installed in nearby electric power lines. In recent years, buried gas pipeline close to power lines can be subjected to hazardous induction effects, especially during single line to ground faults. because it can cause corrosion and it poses a threat to the safety of workers responsible for maintenance. Accordingly, it is necessary to take into consideration for analysis of induced voltage on gas pipelines in transmission lines. This paper analyzed the induced voltage on the gas pipelines due to the 154kV transmission lines in normal case and in different faulty case conditions using EMTP (Electro-Magnetic Transients Program).

매설 천연가스배관의 지반침하에 의한 응력 분석 (Analysis of Stresses on Buried Natural Gas Pipeline Subjected to Ground Subsidence)

  • 김형식;김우식;방인완;오규환;홍성호
    • 한국안전학회지
    • /
    • 제13권2호
    • /
    • pp.54-64
    • /
    • 1998
  • This study was initiated to examine the stress and deformation characteristics of the pipelines which were subjected to various environmental conditions in order to confirm their integrity. As the part of them, this paper presents the analysis results for the effect of ground subsidence combined with main loads on buried natural gas pipelines. The ground subsidence which can occur for buried gas pipeline has been classified to the three cases. Finite element method was used to analyze the effect of ground subsidences on pipeline of 26 inch(0.660 m) and 30 inch(0.762 m) diameter used as high pressure ($70 kg_f/cm^2(6.86 MPa)$) main pipelines of KOGAS. This paper shows the result of stress analysis for the pipelines subjected to those three case ground subsidence. Comparing these results with safety criterion of KOGAS(0.9 $\sigma_y$), maximum allowable settlement and loads have been calculated.

  • PDF

Simple Parametric Analysis of the Response of Buried Pipelines to Micro-Tunneling-Induced Ground Settlements

  • Son, Moorak
    • 한국지반환경공학회 논문집
    • /
    • 제15권11호
    • /
    • pp.29-42
    • /
    • 2014
  • This paper investigates the effects of micro-tunneling on buried pipelines parametrically. A simplified numerical approach was developed and various parametric studies have been conducted to evaluate the effects of ground settlements on the response of buried pipelines. The controlled parameters included the pipe stiffness, ground loss magnitude, and pipe location with respect to a micro-tunnel. Maximum settlement and curvature along a pipeline have been investigated and compared among others for different conditions. In addition, the numerical results have been compared with a theoretical method by Attewell et al. (1986), which is based on a Winkler type linear-elastic solution. The comparison indicated that the response of buried pipes to micro-tunneling-induced ground settlements highly depends on the soil-pipe interaction including the separation and slippage of pipe from soil with the effects of the investigated parameters. Therefore, rather than using the theoretical method directly, it would be a better assessment of the response of buried pipelines to consider the soil-pipe interaction in more realistic conditions.

Free Spanning of Offshore Pipelines by DNV

  • CHOI HAN SUK
    • 한국해양공학회지
    • /
    • 제19권2호
    • /
    • pp.47-52
    • /
    • 2005
  • This paper introduces a procedure for free span and fatigue analysis of offshore pipelines per DNV-RP-F105, 2002. The new method includes the axial force and deflection load in pipelines. The screening criteria were established to calculate the allowable span lengths in the new design codes. The screening criteria allows a certain amount of vortex-induced vibration due to wave and current loading. However, the induced pipe stresses are very small and usually below the limit stresess of typical S-N curves. In contrast, the conventional criteria did not allow any vortex-induced vibration in the free span of pipelines. Thus, the screening criteria yields reduced allowable span lengths. A simplified procedure was established to calculate the fatigue damage due to long-term current distribution. The long-term current statistics was assumed with a 3-parameter Weibull distribution. The fatigue damage was estimated for the span lengths obtained from the screening criteria for various conditions. Sample calculations show the effect of axial force for various boundary conditions. Comparisons with conventional criteria are included.