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Analysing Scour Interaction Between Submarine Pipelines, Valve Stations And Mechanical Protection Structures

机译:分析海底管道,阀站和机械保护结构之间的冲刷相互作用

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Subsea pipeline networks with components such as Wye-pieces and Pipeline End Manifolds (PLEMs)rnrequire protection from mechanical impacts. Pipeline scour is well understood and scour at solidrncaissons/gravity base foundations and piled foundations has been studied (Whitehouse, 1998; Whitehouse,rnet al., 2011; Sumer and Fredsøe, 2002). The scouring at small subsea gravity protection structures hasrnreceived less attention than those with piles (Ottesen Hansen, 1997; Fog and Krogh, 2001) and hence therernis uncertainty about predicting scour at such structures (Whitehouse, et al., 2010).rnThe design of subsea structures requires a composite assessment of scour and stability for the protectedrnasset and the protection structure itself. A closed structure may lead to the formation of a scour footprintrnthat is quite similar to a solid caisson or gravity base. For an open structure, the contribution to scourrninteraction from the different components is more difficult to assess.rnLarge-scale mobile bed laboratory experiments evaluated scour for a surface laid pipeline, with a spurrnand valves, and a generic subsea protection structure with mudmats and a perimeter skirt. Bathymetryrnmapping was achieved with a high precision underwater laser scanner. The experiments evaluated therncontributions to scour arising from the different subsea components.rnSediment mobility was a key factor, with the perimeter skirt able to resist scour over part of its lengthrnwhen the mobility was low/moderate, whereas in a high mobility environment the skirt was completelyrnundermined. The foundation beams were underscoured quite quickly and the eroded sediment was flushedrnout through the perforated mudmats, highlighting the importance of mudmat design. The scour pattern andrnrate was similar with or without the pipeline in place. The underscouring of the beams caused settlementrnand tilting of the structure, highlighting the importance of assessing scour and scour countermeasures forrnthese types of structure. The scour assessment needs to be integrated into the structural, geotechnical andrnfunctional performance study for any structure and the new results illustrate the importance of understandingrneffects related to sediment mobility, the prevailing direction of currents, the design of mudmatsrnand skirts, and the need for additional scour countermeasures.
机译:海底管道网络中的部件如叉形件和管道末端歧管(PLEM)都要求保护免受机械冲击。管道冲刷已广为人知,并且已经研究了固体沉箱/重力基础和桩基的冲刷(Whitehouse,1998; Whitehouse,rnet等,2011; Sumer和Fredsøe,2002)。小型海底重力保护结构的冲刷受到的关注少于带桩的冲刷(Ottesen Hansen,1997; Fog and Krogh,2001),因此对于预测此类结构的冲刷存在不确定性(Whitehouse等,2010)。海底结构需要对保护套和保护结构本身的冲刷和稳定性进行综合评估。封闭的结构可能导致冲刷足迹的形成,这与固体沉箱或重力基座非常相似。对于开放式结构,更难评估不同组件对冲刷相互作用的贡献。rnrn大型移动床实验室实验评估了带有排水阀,带泥垫和周边的普通海底保护结构的表面铺设管道的冲刷性能短裙。使用高精度水下激光扫描仪实现了测深法制图。实验评估了不同海底组分对冲刷的贡献。rn泥沙流动性是一个关键因素,当流动性低/中等时,周边裙板能够抵抗其一部分长度的冲刷,而在高流动性环境中,裙板完全被破坏了。基础梁很快被打扫干净,被侵蚀的沉积物通过带孔的泥垫被冲洗掉,突出了泥垫设计的重要性。无论有没有管道,冲刷的方式和速率都是相似的。梁的冲刺引起结构的沉降和倾斜,突出了评估此类结构的冲刷和冲刷对策的重要性。对于任何结构,冲刷评估都需要整合到结构,岩土和功能性能研究中,新的结果说明了理解与沉积物流动性相关的影响,水流的主要方向,泥浆和裙缘的设计以及额外冲刷的重要性。对策。

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