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Design for Deepwater Pipelines on Steep Slopes Impacted by Mass Gravity and Turbidity Current Flows

机译:受重力和浊流影响的陡坡深水管道设计

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Deepwater pipelines and flowlines that are routed across areas of steep slopes have the potential for seabed instability. They are at risk of being impacted by geohazards in the form of mass gravity flows (e.g. mud flows, debris flows etc.) and turbidity current flows.This paper discusses the impact of accidental environmental/geohazard loads on oil and gas pipelines routed across an area of seabed with a steep slope. The vertical gradient along the route ranges between 5° and 15° with a maximum local gradient in excess of 36°. The main design issues that needed to be resolved were the pipelines' global stability while resting on the steep seabed slope and their capacity to resist environmental loads (geohazards). Due to the nature of the problem that encompasses several unknown factors, conventional pipeline/flowline engineering was not sufficient to adequately define the response of the overall system. To address this issue, a series of fit-for-purpose full 3-Dimensional finite element models were completed to assess the global stability of the system and subsequently assess the impact of geohazard loads.With the help of extensive 3D finite element modeling, the impact of geohazard loads on the pipelines was assessed and the feasibility of the system was qualified through application of Accidental Limit State (ALS) design.
机译:穿越陡坡区域的深水管道和输水管线可能会导致海床不稳定。它们有被重力流(例如泥浆流,泥石流等)和浊流等形式的地质灾害影响的风险。 本文讨论了意外的环境/地质灾害负荷对穿越陡坡海床区域的油气管道的影响。沿路线的垂直坡度在5°到15°之间,最大局部坡度超过36°。需要解决的主要设计问题是管道在陡峭的海底斜坡上时的整体稳定性,以及抵抗环境负荷(地质灾害)的能力。由于涉及几个未知因素的问题的性质,常规管道/流水线工程不足以充分定义整个系统的响应。为了解决这个问题,完成了一系列适合用途的全三维有限元模型,以评估系统的整体稳定性,并随后评估地质灾害负荷的影响。 借助广泛的3D有限元建模,评估了地质灾害载荷对管道的影响,并通过应用事故极限状态(ALS)设计验证了系统的可行性。

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