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作 者:马永林 王海阳 傅宗甫[1] 徐辉 陈毓陵[2] MA Yong-lin;WANG Hai-yang;FU Zong-fu;XU Hui;CHEN Yu-ling(College of Water Conservancy and Hydropower Engineering,Nanjing 210098,China;College of Agricultural Engineering,Hohai University,Nanjing 210098,China;China Water Resources Beifang Investigation,Designand Research Co.,Ltd.,Tianjin 300222,China)
机构地区:[1]河海大学水利水电学院,江苏南京210098 [2]河海大学农业工程学院,江苏南京210098 [3]中水北方勘测设计研究有限责任公司,天津300222
出 处:《水电能源科学》2020年第1期108-111,共4页Water Resources and Power
基 金:上海市科委项目(16DZ1202205);国家自然科学基金项目(51279048)
摘 要:内湿外干型折板式竖井较传统折板式竖井具有明显优势。为分析内湿外干型折板式竖井的泄流特性,以某实际深层隧道调蓄系统竖井为背景,采用CFD商用软件,采用RNGκ-ε双方程紊流模型和Tru-VOF方法,数值模拟内湿外干型折板式竖井内的下泄水流,得到往复跌流、临界流、S型贴壁流三种流态。模拟结果表明,内湿外干型折板式竖井在不同泄流量下的综合消能率均大于90%,处于较高水平,竖井消能率在形成S型贴壁流态后下降较快,数值模拟结果与物理试验实测值吻合良好,CFD软件可对该类问题进行数值模拟。Inside wet outside dry baffle-drop shaft has obvious advantages over the traditional baffle-drop shaft.In order to analyze the discharge characteristics of inside wet outside dry baffle-drop shaft,taking apractical deep tunnel drainage system project as the background,the RNGκ-εdouble-equation turbulence model and the Tru-VOF method in CFD commercial software were adopted to simulate discharge of inside wet outside dry baffle-drop shaft.And then three patterns of reciprocating drop flow,critical flow and S-shaped attaching wall were obtained.The results show that the comprehensive energy dissipation ratio of different discharges is higher than 90%,at a higher level,and the shaft energy dissipation ratio decreases rapidly after the S-shaped attaching wall flow pattern is formed.The numerical simulation results are in good agreement with the measured values of physical experiments.Thus,the CFD software can be used to simulate the flow of this kind of problem.
分 类 号:TV131[水利工程—水力学及河流动力学] TU992[建筑科学—市政工程]
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