共查询到20条相似文献,搜索用时 15 毫秒
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Li Yucheng Zhang Ningchuan
Professor Dalian University of Technology Dalian . Lecturere Delian University of Technology Dalian 《中国海洋工程》1994,(1)
- A composite pipeline is defined as a main big pipe composed of one or several small pipes. The flow behaviour around a submarine composite pipeline is more complicated than that around a single submarine pipeline. A series model test of composite pipelines in a wave-current coexisting field was conducted by the authors. Both in-line and lift forces were measured, and the resultant forces were also analyzed. The results of lift forces and resultant forces are reported in this paper. It is found that the lift force coefficients for composite pipelines are well related to the KC number. The lift force coefficients for an irregular wave-current coexisting field are smaller than those for a regular wave-current coexisting field. The frequency of lift force is usually twice the wave frequency or higher. The authors test indicates that the resultant forces are about 10 to 20 percent larger than in-line forces (horizontal forces). The effect of water depth is analyzed. Finally, the relationship between lift f 相似文献
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Stability design of submarine pipelines is a very important procedure in submarine pipeline engineering design. The calculation of hydrodynamic forces caused by waves and currents acting on marine pipelines is an essential step in pipeline design for stability. The hydrodynamic forces-induced instabilities of submarine pipelines should be regarded as a wave/ current-pipeline-seabed interaction problem. This paper presents a review on hydrodynamic forces and stability research of submarine pipelines under waves and currents. The representative progress including the improved design method and guideline has been made for the marine pipelines engineering design through experimental investigations, numerical simulations and analytical models. Finally, further studies on this issue are suggested. 相似文献
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Ma Liang Wang Jinying Xing Zhizhuang Sun Shaoshu
Professor Dalian University Dalian Senior Engineer China Offshore Oil Engineering Co. 《中国海洋工程》1994,(2)
- This article is aimed at the experimental study of the hydrodynamic loading induced by waves and current acting on the JZ 20-2 submarine composite pipelines. The corresponding hydrodynamic coefficients obtained in this experimental study can be applied to engineering projects. 相似文献
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对Li&Cheng的势流模型在数值方法、床面平衡条件及冲刷床面调整技术做出了3方面的改进。采用边界元法代替差分法求解Laplace方程,前者可以准确地拟合地形与管道边界,因而可以准确反映固壁边界对流态的影响,此外,还具有数据准备简单,降低计算维数,计算速度快等优点。Li&Cheng模型以床面水流切应力等于泥沙起动切应力,τb=τc,作为床面平衡条件,这只适用于清水冲刷。以沿程输沙相同作为平衡剖面条件,理论上,将模型推广到了动床冲刷。此外,为了提高模型的收敛性,提出了最速下降法与牛顿迭代法相结合的床面调整技术。采用实验资料对模型进行了检验,计算的冲刷深度与实验结果符合良好。 相似文献
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ZHANG Rixiang XING Zhizhuang GUO Jianjiang
Associate Professor Dept. of Civil Engineering Dalian University of Technology Dalian P. R. China
Professor Dept. of Civil Engineering Dalian University of Technology Dalian P. R. China
Master Dept. of Civil Engineering Dalian University of Technology Dalian P. R. China 《中国海洋工程》1999,(4)
Based on hydrodynamic model tests,the relationship between relative hydrodynamic coefficientand cycle coefficient K_c is obtained by introducing the relative trench shape coefficient α_r;there is a goodrelation for the shallow trench.According to α_r of the designed trench shape and pre-chosen K_c,the reduc-tion coefficient and sheltering effect can be decided by the result provided in this paper. 相似文献
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This paper presents the detail design conditions, design criteria and methods as well as design conclusions of the process, structure and corrosion of the production flowlines and high pressure water injection lines in BZ34-2 / 4 oil field in Bohai Bay. At present this design represents the design capability and level in the field of the submarine pipeline engineering of China. 相似文献
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根据调查设备搭载器的不同,将海底管道在位状态调查方法归为船载、自治水下机器人搭载(AUV 搭载)和无人遥控潜水器搭载(ROV搭载)三类;在浅水段采用船载调查,在深水段采用AUV搭载调查,在此基础上进行重点关注区域筛选,开展ROV调查,最后进行整体评价和分析对比,这种“(船载/AUV)+ROV”组合模式很好地实现了多种调查方法的优势互补。实际上,采用AUV搭载进行海底管道在位状态调查在国内业界尚属首次。调查所取得的管道位置、埋深、周边障碍物的分布以及管道人工处理情况等成果,为后期开展管道维护工作提供了重要的基础数据。此次成功实践可为以后从浅水到深水的管道在位状态调查提供经验和借鉴。 相似文献
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简要介绍了差分全球定位系统(DGPS)的基本定位原理、DGPS测深技术中水深测量系统的硬件组成。重点分析了福建LNG站线湄洲湾海底管道工程成功采用DGPS测深技术进行勘测作业,使测量精度和工程效率得到极大地提高。这一工程实践经验说明,DGPS测深技术逐步为海底管道工程所采用,但其是一个不断探索、不断完善的过程,对今后我国沿海地区的海底管道工程的勘测建设具有一定的借鉴作用。 相似文献
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Application of Tube-Packaged FBG Strain Sensor in Vibration Experiment of Submarine Pipeline Model 总被引:1,自引:1,他引:1
1 .IntroductionSubmarine pipelines have been worldwide utilizedinthe field of offshore oil/gas exploitation.Inmany cases ,the pipelinesinitiallyresting onthe seabed may become suspended due toseveral reasonssuch as installation on an uneven seabed or scou… 相似文献
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海底管线作为海洋工程的重要组成部分,其安全性受到广泛关注。本文简单回顾了国内外学者通过物理实验、理论分析与数值模拟等方法研究海底管线冲刷悬空及防护问题的成果,并对工程中应用较广泛的防护方法的优缺点进行了简单对比,为该领域的进一步研究提供参考。 相似文献
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Seismic load has a significant effect on the response of a free spanning submarine pipeline when the pipeline is con-structed in a seismically active region. The model experiment is performed on an underwater shaking tahle to simulate the response of submarine pipelines under dynamic input. In consideration of the effects of the terrestrial and submarine pipeline , water depth, support condition, distance from seabed, empty and full pipeline, and span on dynamic response, 120 groups of experiments are conducted. Affecting factors are analyzed and conclusions are drawn for reference. For the con-trol of dynamic response, the span of a submarine pipeline is by far more important than the other factors. Meanwhile, the rosponse difference between a submarine pipeline under sine excitation and that under random excitation exists in ex-periments. 相似文献
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强风天气过程影响下的波浪近底层水体运动(波致底流速)是海底动力条件的重要驱动因素之一,因此,强风天气过程引起的波致底流速分布可能对海底管道冲刷和埋设状态变化产生潜在影响。本研究基于SWAN模式的海浪模型,对平湖油气管道区域波致底流速进行推算;将平湖管道区域波致底流速分布与管道埋深状况有机结合,探讨波浪对管道埋深状态变化的影响。结果显示,夏半年(7月~9月),因其近SE向为主的典型强风向和地形因素影响,波致底流速在舟山群岛靠外侧海域(约KP85~KP100段)形成明显的相对高值区。近年来,平湖油气管道裸露和悬空管道的增幅,主要出现在夏半年管道KP85~KP100段区域,该区域与波致底流速相对高值区基本重合。综合已有研究成果表明,夏半年的典型强风过程的波浪作用可能对管道KP85~KP100段区域动力条件产生一定的影响,使水体挟沙能力加强,对海底造成区域性冲刷,是造成该区域管道冲刷、管道裸露、悬空及埋深状态变化的重要原因。 相似文献
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Study on Model Tests and Hydrodynamic Force Models for Free Spanning Submarine Pipelines Subjected to Earthquakes 总被引:1,自引:0,他引:1
A test rig is built to model the dynamic response of submarine pipelines with an underwater shaking table in the State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, China. Model tests are carried out to consider the effects of exciting wave directions and types. Based on the experimental results, two hydrodynamic force models derived from Morison equation and Wake model are presented respectively. By use of hydrodynamic force models suitable for free spanning submarine pipelines under earthquakes, discretized equations of motion are obtained and finite element models are established to analyze dynamic response of free spanning submarine pipeline subjected to multi-support seismic excitations. The comparison of numerical results with experimental results shows that the improved Morison and Wake hydrodynamic force models could satisfactorily predict dynamic response on the free spanning submarine pipelines subjected to earthquakes. 相似文献