• 제목/요약/키워드: subsea equipment installation

검색결과 6건 처리시간 0.022초

Experimental assessment of slamming coefficients for subsea equipment installations

  • de Oliveira, Allan C;Pestana, Rafael G
    • Ocean Systems Engineering
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    • 제10권2호
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    • pp.163-179
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    • 2020
  • Considering the huge demand of several types of subsea equipment, as Christmas Trees, PLEMs (Pipeline End Manifolds), PLETs (Pipeline End Terminations) and manifolds for instance, a critical phase is its installation, especially when the equipment goes down through the water, crossing the splash zone. In this phase, the equipment is subject to slamming loads, which can induce impulsive loads in the installation wires and lead to their rupture. Slamming loads assessment formulation can be found in many references, like the Recommended Practice RP-N103 from DNV-GL (2011), a useful guide to evaluate installation loads. Regarding to the slamming loads, RP-N103 adopt some simplifying assumptions, as considering small dimensions for the equipment in relation to wave length, in order to estimate the slamming coefficient CS used in load estimation. In this article, an experimental investigation based on typical subsea structure dimensions was performed to assess the slamming coefficient evaluation, considering a more specific scenario in terms of application, and some reduction of the slamming coefficient is achieved for higher velocities, with positive impact on operability.

해상크레인을 이용한 다양한 해저 장비의 설치 작업 시 상하운동응답특성에 관한 모형 시험 연구 (Experimental Study of Heave Responses of Subsea Equipment during Installation Operation Using Offshore Crane)

  • 최영명;남보우;김남우;박인보;홍사영;김종욱
    • 한국해양공학회지
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    • 제30권2호
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    • pp.75-83
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    • 2016
  • An experimental study on a subsea installation using an offshore crane was conducted. Concrete blocks, suction piles, and manifolds were considered in this study. Free decay tests were conducted to investigate the fluid characteristics of the subsea structures. The added masses of the structures were estimated. The motion response amplitudes of the subsea structures were compared for different structures and water depths. In addition, the dynamic tension transfer function of the crane wire was investigated. The root mean square values of the heave motion and the dynamic amplification factor of the wire tension were investigated in irregular waves.

An Overview of Seabed Storage Methods for Pipelines and Other Oil and Gas Equipment

  • Fatah, M.C.;Mills, A.;Darwin, A.;Selman, C.
    • Corrosion Science and Technology
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    • 제16권2호
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    • pp.76-84
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    • 2017
  • In the construction of subsea oil and gas developments, it is increasingly common that subsea oil and gas equipment will be installed in subsea well before final hookup and production. Installation of wellheads, subsea hardware, pipelines, and surface facilities (platforms, FPSO, FLNG, connected terminals, or gas plants) are increasingly driven by independent cost and vessel availability schedules; this gives rise to requirements that the subsea facilities must be stored in the seabed for a specific time. In addition, schedule delays, particularly in the installation or startup of the connected platform, FPSO, FLNG, or onshore plant may cause unexpected extensions of the intended storage period. Currently, there are two methods commonly used for storage subsea facilities in the seabed: dry parking and wet parking. Each method has its own risks, challenges, and implications for the facility life and its integrity. The corrosion management and preservation method selection is a crucial factor to be considered in choosing the appropriate storage method and achieving a successful seabed storage. An overview of those factors is presented, along with a discussion on the internal corrosion threats and assessments.

Numerical and Experimental Studies of Dual Subsea Pipelines in Trench

  • Jo, Chul H.;Shin, Young S.;Min, Kyoung H.
    • Journal of Ship and Ocean Technology
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    • 제6권2호
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    • pp.12-22
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    • 2002
  • Offshore pipelines play an important role in the transportation of gas, oil, water and oil products. It is common to have a group of pipelines in the oil and gas field. To reduce the installation cost and time, dual pipelines are designed. There are great advantages in the installation of dual pipelines over two separate single lines. It can greatly reduce the cost for trench, back-filling and installation. However the installation of dual pipelines often requires technical challenges. Pipelines should be placed to be stable against external loadings during installation and design life period. Dual pipelines in trench can reduce the influence of external forces. To investigate the flow patterns and forces as trench depth and slope changes, number of experiments are conducted with PIV(Particle Image Velocimetry) equipment in a Circulating Water Channel. Numerical approaches to simulate experimental conditions are also made to compare with experimental results. The velocity fields around dual pipelines in trench are investigated and analysed. Comparison of both results show similar patterns of flow around pipelines. It is proved that the trench depth contributes significantly on hydrodynamic stability. The trench slope also affects the pipeline stability. The results can be applied in the stability design of dual pipelines in trench section. The complex flow patterns can be effectively linked in the understanding of fluid motions around multi-circular bodies in trench.

해저면에 설치된 2차원 복합해저관로 주위의 유동특성에 관한 실험적 연구 (A Study of Flow Pattern around the Two-Dimensional Dual Subsea Pipeline on Sea Bottom)

  • 나인삼;조철희;정우철;김두홍
    • 한국해양공학회:학술대회논문집
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    • 한국해양공학회 2001년도 추계학술대회 논문집
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    • pp.122-127
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    • 2001
  • As pipelines are often used to transport gas, oil, water and oil products, there are more than one pipeline installed in the offshore field. The size and space of pipelines are various depending on the design specifications. The pipelines are to be designed and installed to secure the stability to external loads during the installation and operation period. The flow patterns are very complex around the pipelines being dependent on incoming flow velocity, pipelines size and space. To investigate the flow patterns, number of experiment are conducted with visualization equipment in a circulating water channel. The flow motion and trajectory were recorded from the laser reflected particles by camera. From the experiment the flow patterns around spaced pipelines were obtained. Also pressure gradient was measured by mano-meter to estimate the hydrodynamic forces on the behind pipeline. The results show that the various sizes and spaces can be affected in the estimation of external load. The complex flow patterns and pressure gradients can be effectively used in the understanding of flow motion and pressure gradient.

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오일-가스 해양플랜트 설계 및 설치를 위한 해양탐사 (Marine Survey for Designing and Installing Offshore Oil-Gas Plant)

  • 김원식;우남섭;박종명;김현도;강동효;박인석;김영준;주용환;이호영
    • 지구물리와물리탐사
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    • 제17권1호
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    • pp.34-44
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    • 2014
  • 해양 오일-가스 개발을 위한 플랜트 산업은 많은 장비들을 설계 및 배치하고 운영해야 하는 산업이며, 최근 동향을 보면 생산설비가 해저면(Subsea)쪽으로 증대되고 있다. 해양이라는 특성상 한번 설치되면 변경하기가 용이하지가 않으므로 기본 설계단계에서부터 적절한 시추정 개수, 위치 및 심도, 생산관 직경, 생산 시 관막힘 또는 손상 등의 생산 및 운영과 직접 관련된 정보뿐 아니라 해저에 설치되는 장비들의 안정성과 효과적인 생산운영을 위한 배치에 대한 고려가 필요하다. 이러한 정보들을 근본적으로 제공하기 위한 기법으로 해양탐사를 본 해설에서 다루고자 한다. 먼저 해양 오일-가스 개발을 위한 플랜트장비들을 요약하고, 오일-가스 해양플랜트 설계 및 설치 단계에서 해양탐사가 담당하는 역할을 요약하였다. 그리고 해외사례를 통하여 독자의 이해도를 높이고자 하였다. 해양 오일-가스 플랜트에 적용될 수 있는 해양탐사기법에 대한 이해와 향후 이 분야에 필요한 국내 해양탐사기술 개발에 도움이 되고자 한다.