海底泥石流对海底铺设管道的稳定冲击力量化

IF 5.5 2区 工程技术 Q1 ENGINEERING, CIVIL
Xuesheng Qian , Shufeng Bao , Yuping Yang , Jinwen Zhang , Jingping Xu
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引用次数: 0

摘要

最近开发了两种新的方法,称为方法I和方法II,用于量化海底碎屑流作用于深海管道的水动力系数。这些方法的先前应用主要考虑的是高度悬浮在海床之上的管道,而海底效应的影响在很大程度上没有得到检验。然而,在实践中,管道通常直接安装在海床上,强调需要在实际边界条件下评估水动力系数。为了解决这一差距,我们使用ANSYS CFX进行了模拟,以检查两种泥石流类型的相互作用,每种泥石流类型有9种速度,两种管道配置:底部和半嵌入式。分析了每种配置的七个外径。结果表明,这两种结构的水动力系数都是稳定的,这主要是由于海底对旋涡脱落的抑制。基于这些发现,采用方法I和方法II建立了两种配置的阻力和升力系数的经验公式。通过方法II得到的底部管道阻力系数公式与实验数据进行了进一步验证,结果吻合较好。与现有方法的定量比较突出了所提出方法的适用性。总的来说,这些公式为预测海底管道上泥石流的稳定冲击力提供了可靠的框架。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Quantifying the stable impact forces of submarine debris flows on laid-on-seabed pipelines
Two novel methodologies, termed Approach I and Approach II, have recently been developed to quantify the hydrodynamic coefficients of submarine debris flows acting on deepsea pipelines. Prior applications of these approaches mainly considered pipelines suspended highly above the seabed, leaving the influence of seafloor effects largely unexamined. In practice, however, pipelines are typically installed directly on the seabed, underscoring the need to evaluate hydrodynamic coefficients under realistic boundary conditions. To address this gap, we conducted simulations using ANSYS CFX to examine the interactions of two debris flow types, each at nine velocities, with two pipeline configurations: on-bottom and semi-embedded. Seven outer diameters were analyzed for each configuration. The results show that both configurations yield stable hydrodynamic coefficients, primarily due to the suppression of vortex shedding by the seabed. Based on these findings, empirical formulas for drag and lift coefficients were established for both configurations using Approaches I and II. The drag coefficient formula for on-bottom pipelines obtained via Approach II was further validated against experimental data, showing strong agreement. A quantitative comparison with existing approaches highlights the applicability of the proposed methods. Overall, these formulations provide a reliable framework for predicting stable impact forces of debris flows on seabed pipelines.
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来源期刊
Ocean Engineering
Ocean Engineering 工程技术-工程:大洋
CiteScore
7.30
自引率
34.00%
发文量
2379
审稿时长
8.1 months
期刊介绍: Ocean Engineering provides a medium for the publication of original research and development work in the field of ocean engineering. Ocean Engineering seeks papers in the following topics.
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