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ID:34097976
大小:4.29 MB
页数:78页
时间:2019-03-03
《三河口水利枢纽导流方案设计与模型验证分析》由会员上传分享,免费在线阅读,更多相关内容在行业资料-天天文库。
1、西安理工大学硕士学位论文IV目录目录1综述....................................................................11.1研究意义..............................................................11.2课题来源..............................................................11.3国内外研究进展.............
2、...........................................21.4主要研究内容..........................................................42导流方式、导流建筑物形式及导流标准的确定.................................62.1导流方式..............................................................62.2导流建筑物的形式.....
3、.................................................92.3导流标准.............................................................102.4本章小结.............................................................123导流洞水力学模型的建立及试验工况.......................................143.1工程
4、概况.............................................................143.2模型试验的目的、内容及要求...........................................143.2.1试验目的.........................................................143.2.2试验内容..................................................
5、.......143.2.3模型试验要求.....................................................153.2.4提供基本资料.....................................................153.3模型设计、制作及试验量测.............................................163.3.1模型设计.........................................
6、................163.3.2模型制作.........................................................173.3.3量测方法与设备...................................................173.4本章小结.............................................................174原导流洞设计方案的试验研究..................
7、...........................194.1库水位与泄流量、流量系数的关系.......................................194.1.1库水位与泄流量关系...............................................194.1.2库水位与流量系数关系.............................................264.2水流流态.................................
8、............................284.3沿程水面线...........................................................304.4时均压强沿程变化.....................................................344.5流速分布.........................................................
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