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PROTECTION OF SUBSEA PIPELINES AGAINST ICE RIDGE GOUGING IN CONDITIONS OF SUBSTANTIAL SURFACE ICE

机译:在实质性表面冰的条件下,防止沿树脊挖凿的地下管线

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The development of Arctic offshore hydrocarbon fields involves transportation systems for oil and gas, which comprise their shipping by tankers or pipeline systems. The later have sustained behavior with respect to hydrocarbons delivery and relatively non-sophisticated operational requirements. However, some important challenges regarding Arctic conditions have to be assessed before the pipeline is constructed. Attention is given to the conditions of a specific hydrocarbon field off the Sakhalin Island, and the design of an offshore pipeline. The issue of the pipelines' interaction with first year ice ridges is described, a design ridge is selected and two theoretical models for evaluation of the maximum scour depth produced by the ridge ploughing the seabed are introduced. Thereafter a beam model of a pipeline exposed to bending and tension in terms of combined transverse and lateral loadings is established and analyzed. Based on the limit state design criteria the required trench features for different soil conditions for the safety of the pipeline are specified. Following the required pipeline failure probability, it is documented that the pipeline might be buried just below the probable scour depth if certain conditions of a "sandwich" backfilling with a weak soil layer on the bottom are met. Conclusions summarizing the acquired findings provide reasonable recommendations for offshore pipeline design in the Arctic regions and suggest a scope for future works and studies.
机译:北极海上油气田的开发涉及石油和天然气的运输系统,包括通过油轮或管道系统的运输。后者在烃的输送和相对不复杂的操作要求方面具有持续的行为。但是,在建造管道之前,必须评估一些有关北极条件的重要挑战。注意萨哈林岛附近特定油气田的条件以及海上管道的设计。描述了管道与第一年冰山脊相互作用的问题,选择了设计山脊,并介绍了两个理论模型来评估海脊在海底耕作时产生的最大冲刷深度。此后,建立并分析了在组合的横向和横向载荷作用下承受弯曲和拉力的管道的梁模型。基于极限状态设计标准,为管道安全规定了针对不同土壤条件所需的沟槽特征。根据所需的管道破裂概率,据记录,如果满足“三明治”回填的某些条件,且底部底部具有较弱的土壤层,则该管道可能被埋在可能的冲刷深度以下。总结所获得的发现的结论为北极地区的海上管道设计提供了合理的建议,并为将来的工作和研究提供了空间。

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