管道直径和初始水深对黏土质海床管道局部冲刷特性影响
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北部湾大学

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P75

基金项目:

国家自然科学基金(52201304),广西科技重大专项(桂科 AA22068105)


Influence of Pipeline Diameter and Initial Water Depth on Local Scour Characteristics of Clay Seabed Pipelines
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Beibu Gulf University

Fund Project:

National Natural Science Foundation of China (52201304), Guangxi Science and Technology Major Project (Cassia AA22068105)

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    摘要:

    海底管道被誉为“海上生命线”,承担石油、天然气等资源安全输运的重任。然而,由于海底管道附近水动力增强,铺设于黏土质海床的大尺度管道基底易受到局部冲刷的影响,造成管道下方土体被掏空,从而导致海底管道经常出现悬跨现象。悬跨是引发海底管道破坏失效的主要原因。因此,开展海底管道局部冲刷特性研究至关重要。现有海底管道局部冲刷研究主要关注砂质海床环境下海底管道局部冲刷特性,并已取得较为全面的研究结果。然而,关于黏土质海床环境下管道直径和初始水深对海底管道局部冲刷特性的影响还鲜有报道。管道直径和初始水深分别影响管道局部雷诺数和压强,而雷诺数和压强是影响管道局部冲刷的关键参数,因此对不同初始水深环境下不同直径管道的局部冲刷特性开展研究,系统性分析不同尺度海底管道局部冲刷坑形态发展过程、冲刷深度及其水动力特性,有助于进一步完善黏土质海床环境下海底管道冲刷的相关理论和指导工程实践。该文通过Herschel-Bulkley黏土模型和VOF两相流模型建立海底管道局部冲刷的二维CFD模型,以管道直径D和初始水深h为变量参数进行数值模拟研究,揭示不同管道直径和初始水深对海底管道局部冲刷特性影响的规律。研究结果表明:(1)黏土质海床环境下海底管道局部冲刷受管道直径影响显著。管道直径D越大,管道局部冲刷坑宽度及深度越大,沉积丘向管道下游方向移动距离越远。(2)初始水深对黏土质海床环境下海底管道局部冲刷产生一定影响。随着初始水深的增加,管道局部极限平衡冲刷深度减小,管道下游床面形态受初始水深影响较为明显。

    Abstract:

    The submarine pipeline, known as the “lifeline of the sea”, undertakes the important task of safe transportation of oil, natural gas and other resources. However, due to the enhanced hydrodynamics in the vicinity of the submarine pipeline, large scale pipeline foundations laid on clay seabed are susceptible to local scour, causing the soil beneath the pipeline to be hollowed out, which leads to the phenomenon of overhanging in the submarine pipeline. Suspension spans are a major cause of failures in submarine pipelines. Therefore, it is crucial to conduct research on the local scour characteristics of submarine pipelines. Existing studies on local scour of submarine pipelines have mainly focused on the local scour characteristics of submarine pipelines in sandy seabed environment, and more comprehensive research results have been obtained. However, there are few reports about the impact of pipeline diameter and initial water depth on the local scour characteristics of submarine pipelines in a clay seabed environment. The diameter and initial water depth of the pipeline respectively affect the local Reynolds number and pressure of the pipeline, Reynolds number and pressure are key parameters which affect local scour of the pipeline. Therefore, the local scour characteristics of pipelines with different diameters under different initial water depth environments are studied, the development process, depth and hydrodynamic characteristics of local scour holes in different scale submarine pipelines are systematically analyzed, it is helpful to further improve the relevant theories and guide engineering practice of submarine pipeline scour in clay seabed environments. In this paper, a two-dimensional CFD model of local scour of submarine pipeline is established by using Herschel-Bulkley clay model and VOF two-phase flow model, the pipeline diameter D and initial water depth h as variable parameters for numerical simulation, the law of influence of pipeline diameter and initial water depth on local scour characteristics of submarine pipelines is revealed. The results show that: (1) The local scour of submarine pipelines in clay seabed environment is significantly affected by pipeline diameter. The larger the diameter D of the pipeline, the greater the width and depth of the local scour holes, the further the sediment mound moves to the downstream direction of the pipeline. (2) The initial water depth will have a certain influence on the local scour of submarine pipelines in the clay seabed environment. With the increase of the initial water depth, the local limit equilibrium scour depth of the pipeline decreases, the downstream bed morphology of the pipeline is obviously affected by the initial water depth.

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  • 收稿日期:2024-01-10
  • 最后修改日期:2024-02-25
  • 录用日期:2024-02-29
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