张伟. 海底湿气管道段塞流捕集器容积的计算方法[J]. 油气储运, 2017, 36(9): 1083-1088. DOI: 10.6047/j.issn.1000-8241.2017.09.017
引用本文: 张伟. 海底湿气管道段塞流捕集器容积的计算方法[J]. 油气储运, 2017, 36(9): 1083-1088. DOI: 10.6047/j.issn.1000-8241.2017.09.017
Zhang Wei. A new method for calculating the volume of slug catcher at the terminal of submarine wet gas pipeline slug catcher[J]. Oil & Gas Storage and Transportation, 2017, 36(9): 1083-1088. DOI: 10.6047/j.issn.1000-8241.2017.09.017
Citation: Zhang Wei. A new method for calculating the volume of slug catcher at the terminal of submarine wet gas pipeline slug catcher[J]. Oil & Gas Storage and Transportation, 2017, 36(9): 1083-1088. DOI: 10.6047/j.issn.1000-8241.2017.09.017

海底湿气管道段塞流捕集器容积的计算方法

A new method for calculating the volume of slug catcher at the terminal of submarine wet gas pipeline slug catcher

  • 摘要: 为合理确定海底湿气输送管道终端段塞流捕集器的容积尺寸,将海底管道和段塞流捕集器视为一个整体,采用稳态模拟软件Pipeflo对湿气管道进行模拟计算。首先,根据稳态模拟结果确定段塞流捕集器的液体排量;其次,通过确定清管工况段塞容积,初步得出段塞流捕集器的储存段容积和水的缓冲容积;最后,根据不同输量下管内滞液量计算Ramp-up工况段塞容积,校核段塞流捕集器的排放能力和容积,从而确定管道终端段塞流捕集器的容积。结果表明:根据不同输量下稳态计算结果确定清管和Ramp-up工况下产生的最大段塞量,其计算结果与OLGA软件模拟结果相差较小,因此,通过稳态模拟确定段塞流捕集器尺寸是合理可行的,且该方法简单便捷,为项目早期研究提供了技术支撑。

     

    Abstract: In order to determine the reasonable volume of the slug catcher at the terminal of submarine wet gas pipeline, the submarine pipeline and the slug catcher were taken as one complete unit and the steady-state simulation software Pipeflo was used to simulate and calculate the wet gas pipeline. Firstly, the liquid flow rate of slug catcher was determined according to the results of steady-state simulation. Secondly, the slug volume during pigging operation was determined, and the storage volume of slug catcher and the buffer volume of water were defined preliminarily. And finally, the slug volume during Ramp-up operation was calculated as per the liquid volume detained in the pipeline for different flow rates, the drainage capacity and volume of slug catcher were checked, and the volume of slug catcher at the terminal of pipeline was ultimately determined. It is indicated that the maximum slug volume during pigging and Ramp-up which is determined based on the steady-state calculation results at different flow rates is relatively in line with the simulation result of software OLGA. Therefore, the volume of slug catcher determined based on steady-state simulation is reasonable and feasible. This method is simple and convenient, and provides the technical support for the early study of the project.

     

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