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南水北调中线大型渡槽运行期温度场的计算 被引量:25

Calculation of temperature field of large-scale concrete aqueduct during operation period
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摘要 较全面分析了运行期渡槽温度边界条件的各种影响因素,并给出各因素较为精确的计算公式.利用瞬态有限元方法给出了渡槽运行期瞬态温度场的计算方法,并通过对实验水槽的计算结果与实测数据对比,说明所提出的边界条件计算公式和温度场计算方法是正确可靠的.还对南水北调洺河渡槽温度场进行了计算,并得到了一些有益的结论. At first, influential factors of temperature boundary conditions have been comprehensively analyzed; and formulas for calculating influential factors have been given accurately. Then based on the transient analysis type of FEM, a method of calculating transient temperature field of concrete aqueducts during operation period has been given. The computing results of experimental concrete trough are compared with the experimental ones; and it is shown that the formulas and method proposed are accurate. Finally, some useful conclusions are drawn by calculating the temperature field of Minghe River Aqueduct for the South-to-North Water Transfer Project. The research results can offer reference for the construction of aqueducts for the South-to-North Water Transfer Project.
出处 《武汉大学学报(工学版)》 CAS CSCD 北大核心 2007年第2期25-28,共4页 Engineering Journal of Wuhan University
基金 国家自然科学基金(编号:50679060) "十一五"国家科技支撑计划重大项目课题(编号:2006BAB04A05)资助
关键词 南水北调工程 渡槽 温度场 边界条件 South-to-North Water Transfer Project concrete aqueduct temperature field boundary condition
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