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Configuration of Submarine Pipeline for Deepwater S-lay Technique

机译:深水S-lay技术的海底管道配置

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摘要

The safety of submarine pipeline has become an important problemrnduring installation in deep water due to the combined action of highrnexternal water pressure, axial tension and bending moment. The specialrnstudies are focused on the deepwater S-lay technique in the presentrnpaper. The stiffened catenary theory is applied to establish the staticrnequilibrium governing differential equation of a pipe element, and thernsolution equations of total configuration of the pipeline from a laybargernover a stinger to the seabed are completely derived. Thernnumerical iteration method for solving pipeline configuration isrnpresented in detail, and the corresponding program is developed byrnauthors to carry out the analysis of effects of various parameters such asrnwater depth, pipe diameter, thickness of concrete weighted coatingrnlayer, stinger length and control strain on pipe-laying configuration.rnThe results show that as the inclination angle at the lower end of stingerrnis larger or smaller, the effects of these parameters on the configurationrnof pipeline are different; however, the thickness of concrete weightedrncoating layer has little effect on the configuration.
机译:由于高外部水压,轴向张力和弯矩的共同作用,海底管道的安全性已成为深水安装过程中的重要问题。本论文主要研究的是深水S-lay技术。应用加筋链理论建立了管件的静态平衡平衡微分方程,完整推导了从储油罐到毒刺到海床的管道总构型的溶解方程。详细介绍了求解管道构型的数值迭代方法,并开发了相应的程序,对水深,管径,混凝土加重层厚度,受水刺长度和控制应变等参数对管道铺设的影响进行了分析。结果表明,随着刺针下端的倾角变大或变小,这些参数对配置管线的影响是不同的。然而,混凝土加重层的厚度对构型影响很小。

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