海底埋管的上浮风险
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Floating risk of submarine pipeline
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    摘要:

    海底输油输气、离岸深水排污和滨海电厂取排水等都经常建设海底管道,波浪、潮流等水动力引起的海床变形和稳定性是海底管道工程设计中必须考虑的关键问题之一。大直径管道的综合密度往往小于天然淤泥的密度,管道埋设采用原土覆盖回填时可能发生上浮。在波浪作用下,覆盖层发生沙土液化,管道也可能浮出床面,发生事故。通过分析回填土的密度变化规律和范围,以及波浪作用下的沙土液化规律,分析特定工程海上埋管的上浮风险。

    Abstract:

    Submarine pipelines are often constructed for the submarine oil & gas transport,offshore deepwater blowdown and the water intake and outlet of coastal power plant,etc.The deformation and destabilization of seabed induced by the wave,tide and other hydrodynamic factors is one of the key problems in the design of submarine pipelines.The integrated density of large-diameter pipes is often less than the natural silt density,and the pipes buried by the original silt may occur floating.Under the action of the wave,liquefaction of the overburden soil and floating of pipelines may occur,which lead to accidents.By studying the changing law and scope of the backfill’s density,and the liquefied law of sandy soil,we analyze the risk of pipeline’s floating in the specific project.

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陈汉宝,张亚敬.海底埋管的上浮风险[J].水运工程,2014(9):23-27.

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  • 在线发布日期: 2014-09-18
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