基于正交试验的旋流竖井泄洪洞衔接段体型参数敏感性分析

TV135.2; 竖井式泄洪洞的衔接段体型直接影响退水隧洞的流态、竖井的振动特性和消能效果.对衔接段体型的研究目前以单因素居多,多因素研究较少,在工程设计实践中对竖井体型进行优化多参考类似工程经验,尚无较为系统的优化方法.通过数值正交试验,以出口湍动能为指标,对衔接段长宽比、出口压坡收缩比、压坡坡比等衔接段体型参数进行了敏感性分析.研究表明:衔接段长宽比对出口湍动能的影响最为显著,压坡坡比次之,收缩比最低.研究成果可在工程设计中对竖井泄洪洞衔接段体型优化提供一定的参考....

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Published in中国农村水利水电 no. 10; pp. 212 - 226
Main Authors 田崧杰, 张晓春, 王均星, 董宗师
Format Journal Article
LanguageChinese
Published 武汉大学水利水电学院,湖北 武汉 430010%长江勘测规划设计研究有限责任公司,湖北 武汉 430010 15.10.2024
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ISSN1007-2284
DOI10.12396/znsd.240305

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Abstract TV135.2; 竖井式泄洪洞的衔接段体型直接影响退水隧洞的流态、竖井的振动特性和消能效果.对衔接段体型的研究目前以单因素居多,多因素研究较少,在工程设计实践中对竖井体型进行优化多参考类似工程经验,尚无较为系统的优化方法.通过数值正交试验,以出口湍动能为指标,对衔接段长宽比、出口压坡收缩比、压坡坡比等衔接段体型参数进行了敏感性分析.研究表明:衔接段长宽比对出口湍动能的影响最为显著,压坡坡比次之,收缩比最低.研究成果可在工程设计中对竖井泄洪洞衔接段体型优化提供一定的参考.
AbstractList TV135.2; 竖井式泄洪洞的衔接段体型直接影响退水隧洞的流态、竖井的振动特性和消能效果.对衔接段体型的研究目前以单因素居多,多因素研究较少,在工程设计实践中对竖井体型进行优化多参考类似工程经验,尚无较为系统的优化方法.通过数值正交试验,以出口湍动能为指标,对衔接段长宽比、出口压坡收缩比、压坡坡比等衔接段体型参数进行了敏感性分析.研究表明:衔接段长宽比对出口湍动能的影响最为显著,压坡坡比次之,收缩比最低.研究成果可在工程设计中对竖井泄洪洞衔接段体型优化提供一定的参考.
Abstract_FL The shape of the connecting section of the shaft spillway directly affects the flow pattern of the tunnel,the vibration characteristics of the shaft and the energy dissipation effect.At present,the research on the shape of connecting section is mostly single factor,and few multi-factor studies.In engineering design practice,the optimization of shaft shape mostly refers to similar engineering experience,and there is no more systematic optimization method.In this paper,the numerical orthogonal test is used to analyze the sensitivity of the length-width ratio,the contraction ratio of the exit pressure slope and the compression slope ratio of the connecting section.The results show that the length-width ratio has the most significant effect on the outlet turbulent kinetic energy,followed by the compression slope ratio and the lowest contraction ratio.The research results can provide some reference for the optimization of the joint shape of the shaft spillway tunnel in engineering design.
Author 董宗师
田崧杰
张晓春
王均星
AuthorAffiliation 武汉大学水利水电学院,湖北 武汉 430010%长江勘测规划设计研究有限责任公司,湖北 武汉 430010
AuthorAffiliation_xml – name: 武汉大学水利水电学院,湖北 武汉 430010%长江勘测规划设计研究有限责任公司,湖北 武汉 430010
Author_FL WANG Jun-xing
TIAN Song-jie
ZHANG Xiao-chun
DONG Zong-shi
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  fullname: ZHANG Xiao-chun
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DocumentTitle_FL Sensitivity Analysis of Parameters in Connecting Section of Swirling Shaft Spillway Using Orthogonal Test
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Issue 10
Keywords orthogonal test method
shape optimization
turbulent energy
connecting section
体型优化
衔接段
正交试验法
竖井式泄洪洞
湍动能
Shaft type spillway tunnel
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PublicationTitle 中国农村水利水电
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PublicationYear 2024
Publisher 武汉大学水利水电学院,湖北 武汉 430010%长江勘测规划设计研究有限责任公司,湖北 武汉 430010
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Title 基于正交试验的旋流竖井泄洪洞衔接段体型参数敏感性分析
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