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Effect of limited sediment supply on sedimentation and the onset of tunnel scour below subsea pipelinesy

机译:沉积物供应有限对海底管线下方沉积和隧道冲刷的影响

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摘要

This paper summarises the results of a series of experiments performed to investigate the onset of tunnel scour below subsea pipelines in steady currents. The experiments were performed on a model seabed that extended different lengths upstream of the pipeline to assess the effects of sediment supply on sedimentation around the pipeline and the potential for onset of tunnel scour. In each experiment, the flow velocity and pipeline embedment were recorded continuously from inside and outside of the model pipe. In general, the results show that following evolution of the seabed profile around the pipeline due to sedimentation and changes in sediment supply, the onset of tunnel scour may still occur even when the initial embedment is larger than the critical value obtained by an existing empirical formula according to Sumer et al. (2001). This result suggests the potential for tunnel scour beneath deeply embedded pipelines in the field where the sediment supply may be interrupted by, for example, rock outcrops or upward-sloping seabed on the upstream side of the pipe. It also demonstrates that onset of tunnel scour is possible for a pipeline on a seabed that is not flat on either side of the pipe, provided that the flow conditions are sufficient to promote piping. To complement the experiments, a series of numerical simulations have been conducted to investigate the seepage flow and dynamic pressure difference upstream and downstream of the pipeline prior to the onset of tunnel scour. The numerical results show that despite significant alteration of the surrounding seabed topography due to local scour for a deeply embedded pipe with limited sediment supply, the pressure gradient across the pipe is still sufficient to cause piping compared with the flat seabed case, and the maximum pressure gradient at the downstream side of the pipeline is consistent with the breakthrough point observed in the physical experiments. (C) 2016 Elsevier B.V. All rights reserved,
机译:本文总结了一系列实验的结果,这些实验旨在研究海底管道在稳定水流下隧道冲刷的发生。实验是在模型海床上进行的,模型海床在管道上游延伸了不同的长度,以评估沉积物供应对管道周围沉积物的影响以及隧道冲刷的可能性。在每个实验中,从模型管道的内部和外部连续记录流速和管道嵌入情况。通常,结果表明,由于沉积和沉积物供应的变化,随着管线周围海床剖面的变化,即使初始埋入量大于现有经验公式获得的临界值,隧道冲刷仍可能发生。根据Sumer等。 (2001)。该结果表明,在野外深埋管道下方可能会冲刷隧道,在该区域中,沉积物的供应可能会被例如岩石上游的露头或管道上游侧的海床向上倾斜所中断。它还表明,只要流量条件足以促进管道运输,海床中管道在管道两侧均不平坦的隧道冲刷可能会发生。为了补充实验,已经进行了一系列数值模拟,以研究隧道冲刷开始之前管道上游和下游的渗流和动压差。数值结果表明,尽管对于沉积物供应有限的深埋管道而言,由于局部冲刷导致周围海底地形发生了显着变化,但与平坦海底情况相比,管道两端的压力梯度仍足以引起配管,并且最大压力管道下游侧的梯度与物理实验中观察到的突破点一致。 (C)2016 Elsevier B.V.保留所有权利,

著录项

  • 来源
    《Coastal engineering》 |2016年第10期|103-117|共15页
  • 作者单位

    Ocean Univ China, Sch Engn, 238 Songling Rd, Qingdao, Shandong, Peoples R China|Univ Western Australia, Sch Civil Environm & Min Engn, 35 Stirling Highway, Crawley, WA 6009, Australia;

    Univ Western Australia, Sch Civil Environm & Min Engn, 35 Stirling Highway, Crawley, WA 6009, Australia|Univ Western Australia, Ctr Offshore Fdn Syst, 35 Stirling Highway, Crawley, WA 6009, Australia;

    Univ Western Australia, Sch Civil Environm & Min Engn, 35 Stirling Highway, Crawley, WA 6009, Australia;

    Univ Western Australia, Sch Civil Environm & Min Engn, 35 Stirling Highway, Crawley, WA 6009, Australia;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Onset of tunnel scour; Sediment supply; Pipelines;

    机译:隧道冲刷的开始;泥沙的供应;管道;

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