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Breakout of half-buried submarine pipeline from sea bed.

机译:海底半埋式海底管道的突围。

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摘要

This study investigates the breakout of a half-buried pipeline in a sandy sea bed subject to water currents and surface waves. Theory is presented, with numerical calculations. These are compared with the results of experiments conducted in a wave flume 180 feet long, 8 feet wide and 4 feet deep designed to study the breakout of a half-buried pipeline due to continuous monochromatic waves.;Analytical and numerical analyses were performed to predict movement of the pipeline during the breakout. The sandy sea bed was assumed to be porous and rigid. Lubrication theory was used to simulate the fluid flow at the gap between the pipe and soil. Relationships were derived to describe the breakout of pipelines under current, waves and their combination. An implicit numerical scheme was developed to solve the governing equations.;The breakout of the half-buried pipeline was related to the fluxes of water into the pipe-soil gap. The initial flux was due to the pore water inflow and this is supplemented by the growing water flux through the gap opening, the balance between these two fluxes depends on the characteristics of the pipeline and soil. The total flux was initially small due to the typical low permeability of the sandy sea bed and the small initial gap opening. When the gap opening expanded, the flux through the gap opening grew and eventually led to the rapid release of the pipeline from the sea bed.;The gap configuration, in particular the width of the gap opening, was found to be critical to the breakout processes. The analysis, which assumes a rigid and porous sea bed, predicts the breakout times in the proper range, but underestimates the initial rate of rise and breakout displacement. The reason was attributed to the plastic soil deformation and passive soil failure near the gap opening which was observed during the experiments. This soil deformation and failure control the gap opening width during the initial stage, assists in retaining the pipeline in the trench and enhances the rapid release of the pipeline near the breakout time.
机译:这项研究调查了在沙质海床中受水流和地表波影响的半埋管道的破裂情况。提出了理论,并进行了数值计算。将这些结果与在长180英尺,宽8英尺,深4英尺的波浪槽中进行的实验结果进行比较,该波浪槽旨在研究由于连续单色波引起的半埋管道的破裂。;进行了分析和数值分析以预测突破期间管道的运动。假定沙质海床是多孔的和刚性的。润滑理论被用来模拟管道和土壤之间间隙处的流体流动。得出关系来描述在电流,波浪及其组合作用下管道的破裂。提出了一种隐式数值解法来求解控制方程。半埋管道的破裂与水进入管土间隙的通量有关。最初的通量是由于孔隙水的流入引起的,而通孔间隙中不断增长的通量又补充了这两种通量,这两种通量之间的平衡取决于管道和土壤的特性。由于沙质海床的典型低渗透率和较小的初始缝隙开口,总通量最初较小。当缝隙开口扩大时,通过缝隙开口的通量增加,最终导致管道从海床中迅速释放。缝隙构造,特别是缝隙开口的宽度,对于突破至关重要流程。该分析假定海床为刚性且多孔的海床,可以预测破裂时间在适当的范围内,但会低估初始上升速率和破裂位移。原因归因于在实验期间观察到的间隙开口附近的塑性土壤变形和被动土壤破坏。这种土壤变形和破坏在初始阶段控制了缝隙的开口宽度,有助于将管道保留在沟槽中,并增强了在突破时间附近管道的快速释放。

著录项

  • 作者

    Law, Adrian Wing-Keung.;

  • 作者单位

    University of California, Berkeley.;

  • 授予单位 University of California, Berkeley.;
  • 学科 Engineering Civil.;Engineering Marine and Ocean.;Engineering Mechanical.
  • 学位 Ph.D.
  • 年度 1991
  • 页码 203 p.
  • 总页数 203
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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