水利水电技术2011，Vol.42Issue(10)：97-100,4.
水电站尾水管隔墩结构与水力联合优化研究
Study on combined structural and hydraulic optimization for dividing pier of elbow draft tube of hydropower station
摘要
Abstract
Based on Cirimaji non-linear turbulence model and William-Wamke 5-parameter failure model, both the flow regime and concrete material of the elbow draft tube are simulated, and then a combined structural and hydraulic optimization program for the dividing pier of elbow draft tube is compiled with ANSYS Parametric Design Language ( APDL). When the program is applied to the calculation for the technical improvement on the draft tube of a hydropower station in river channel, not only a better value for the move-down of the pier is obtained, but also a reliable data basis is made for the engineering design of the project关键词
水电站/尾水管/隔墩/联合优化/紊流模型Key words
hydropower station/draft tube/dividing pier/combined optimization/turbulence model分类
建筑与水利引用本文复制引用
王海军,张修磊..水电站尾水管隔墩结构与水力联合优化研究[J].水利水电技术,2011,42(10):97-100,4.基金项目
国家自然科学基金青年科学基金(50909072) （50909072）
教育部博士点新教师基金(20090032120082) （20090032120082）
教育部"长江学者和创新团队发展计划"创新团队(IRT0851). （IRT0851）
