粘弹性加压管道流动泄漏的数值与实验研究

Q2 Engineering
S. Meniconi, B. Brunone, M. Ferrante, C. Massari
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引用次数: 28

摘要

摘要本文扩展了非定常摩擦和粘弹性数值模型中对塑料管道外流泄漏瞬态的重要性的分析。事实上,最近已经对等径管道(Duan et al., 2010)、带有部分关闭的直列阀的管道(Meniconi et al., 2012a)和横截面连续变化的管道(Meniconi et al., 2012b)进行了基准分析。测试基于在意大利佩鲁贾大学水工程实验室进行的实验室实验,并使用了不同的数值模型。结果表明,考虑粘弹性是模拟被测瞬态主要特性的关键。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Numerical and experimental investigation of leaks in viscoelastic pressurized pipe flow
Abstract. This paper extends the analysis concerning the importance in numerical models of unsteady friction and viscoelasticity to transients in plastic pipes with an external flow due to a leak. In fact recently such a benchmarking analysis has been executed for the cases of a constant diameter pipe (Duan et al., 2010), a pipe with a partially closed in-line valve (Meniconi et al., 2012a), and a pipe with cross-section changes in series (Meniconi et al., 2012b). Tests are based on laboratory experiments carried out at the Water Engineering Laboratory (WEL) of the University of Perugia, Italy, and the use of different numerical models. The results show that it is crucial to take into account the viscoelasticity to simulate the main characteristics of the examined transients.
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来源期刊
Drinking Water Engineering and Science
Drinking Water Engineering and Science Environmental Science-Water Science and Technology
CiteScore
3.90
自引率
0.00%
发文量
3
审稿时长
40 weeks
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