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REVISITING THE MECHANICS OF ONSET OF SCOUR BELOW SUBSEA PIPELINES IN STEADY CURRENTS

机译:回顾稳态流下壁管道下方冲刷的机理

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This paper summarizes the results of a series of experiments performed in a recirculating flume (namely the mini O-tube) to investigate the onset of scour below pipelines in steady currents. The experiments were performed on model seabed with two different lengths, to assess the effects of sediment supply on the potential for onset of scour. In each experiment the flow velocity and pipeline embedment were recorded continuously. These measurements have been compared with an empirical formula proposed by Sumer et al. (2001) which predicts the onset velocity of a pipeline partially buried in a flat seabed. In general, present experimental results show that when the upstream sediment supply is limited, onset of scour may happen due to piping at a velocity well below that predicted by the empirical formula, but following significant local scouring around the pipe. This result, although only preliminary, suggests the potential for tunnel erosion beneath deeply embedded pipelines in the field where the sediment supply upstream of the pipe may be interrupted by rock outcrops or seabed slopes. A series of numerical simulations have also been conducted to investigate the dynamic pressure difference between upstream and downstream of the pipeline prior to onset of scour. The numerical results show that despite local scour significantly alters the surrounding seabed for a deeply embedded pipe, the pressure gradient across the pipe is similar in magnitude to that measured for a flat seabed and is of sufficient size to cause piping.
机译:本文总结了一系列在循环水槽(即微型O型管)中进行的实验结果,以研究在恒定电流下管道下方的冲刷现象。在具有两个不同长度的模型海底上进行了实验,以评估沉积物供应对冲刷可能性的影响。在每个实验中,连续记录流速和管道嵌入情况。这些测量值已经与Sumer等人提出的经验公式进行了比较。 (2001年)预测部分埋在平坦海底中的管道的开始速度。总的来说,目前的实验结果表明,当上游沉积物供应受到限制时,冲刷的发生可能是由于管道的速度远低于经验公式所预测的速度,而是在管道周围发生了明显的局部冲刷之后。尽管只是初步的结果,但该结果表明在田间深埋管道下方的隧道可能被侵蚀,而管道上游的沉积物供应可能会被岩石露头或海底斜坡中断。还进行了一系列数值模拟,以研究冲刷开始之前管道上游和下游之间的动态压力差。数值结果表明,尽管局部冲刷显着改变了深埋管道的周围海床,但管道上的压力梯度在大小上与平坦海底所测得的压力梯度相似,并且具有足以引起管道泄漏的尺寸。

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