摘要
结合某长距离、大流量输水工程,系统分析了单阻抗调压室和串联多阻抗调压室两种布置情况下阻抗孔径对水锤防护效果和最低涌浪的影响。结果表明:单阻抗调压室防护方案下,通过改变调压室阻抗孔径可降低水锤压力,提升调压室最低涌浪,有效减小调压室占地面积;相比于单阻抗调压室防护方案,串联多阻抗调压室的防护效果更佳,可提高管线最小压力和最低涌浪,显著减小调压室总面积,且主、辅调压室均存在最优阻抗孔径。
A long-distance and large-flow water conveyance project is selected as a study case,and effects of the diameter of impedance hole on the water hammer protection and the minimum surge are systematically analyzed under two layouts,which are single throttled surge chamber and series throttled surge chambers.The results show that for the single throttled surge chamber scheme,through changing the diameter of the impedance hole of the surge chamber,the water hammer pressure can be reduced,the minimum surge in the surge chamber can be increased,and the surge chamber area can be effectively reduced.Compared with the single surge chamber scheme,the effect of the series throttled surge chambers is better,for it can increase the minimum pressure along the pipeline and the minimum surge,significantly reduce the total area of the surge chambers,and all the surge chambers have optimal impedance apertures.
作者
梁圣辰
张健
贺蔚
唐洪武
肖洋
何平
廖峻杰
蒋捷
LIANG Shengchen;ZHANG Jian;HE Wei;TANG Hongwu;XIAO Yang;HE Ping;LIAO Junjie;JIANG Jie(College of Water Conservancy and Hydropower Engineering,Hohai University,Nanjing 210098,China;Cooperative Innovation Center for Water Safety&Hydro Science,Nanjing 210098,China;Guangdong Hydropower Planning&Design Institute,Guangzhou 510635,China)
出处
《河海大学学报(自然科学版)》
CAS
CSCD
北大核心
2021年第2期170-175,共6页
Journal of Hohai University(Natural Sciences)
基金
国家重点研发计划(2016YFC0401810)
江苏省第五期“333高层次人才培养工程”专项(BRA2018061)
江苏省基础研究计划青年基金(BK20190488)
国家自然科学基金青年科学基金(51909070)。
关键词
长距离输水工程
串联多阻抗调压室
阻抗孔径
水锤
涌浪
long-distance water conveyance projects
series throttled surge chambers
impedance hole aperture
water hammer
surge