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桐子林导流明渠体型优化数值模拟研究
引用本文:殷彤,周喜德,李进,张建民,雷云华.桐子林导流明渠体型优化数值模拟研究[J].四川大学学报(工程科学版),2010,42(4):29-34.
作者姓名:殷彤  周喜德  李进  张建民  雷云华
作者单位:1. 四川大学水力学与山区河流开发保护国家重点实验室,四川,成都,610065
2. 成都理工大学地质灾害防治与环境保护国家重点实验室,四川,成都,610059
3. 中国水电顾问集团成都勘测设计研究院,四川,成都,610072
基金项目:新世纪优秀人才计划资助项目(NCET-08-0378);教育部重点资助项目(2008108111)
摘    要:针对大单宽流量导流明渠体型优化难度高,下游消能防冲设计困难,物理模型难以详细测量水流流态和冲刷特性等主要问题,采用紊流数学模型方法对不同体型明渠水流流动和下游天然河道流场进行了3维数值模拟.结果表明,计算值与试验值吻合良好.通过对比3种体型下明渠的流速分布特性和冲刷特性,获得了模型试验难以测量的流场详细信息,为明渠的体型优化提供了重要参考.研究表明,将数值模拟技术应用于导流明渠的体型优化研究中具有独特优势.

关 键 词:数值模拟  VOF法  水力特性  导流明渠  体型优化
收稿时间:2010/1/31 0:00:00
修稿时间:2010/4/18 0:00:00

Diversion Channel Optimization and Numerical Simulation of Tongzilin Power Station
Yin Tong,Zhou Xide,Li Jin,Zhang Jianmin and Lei Yunhua.Diversion Channel Optimization and Numerical Simulation of Tongzilin Power Station[J].Journal of Sichuan University (Engineering Science Edition),2010,42(4):29-34.
Authors:Yin Tong  Zhou Xide  Li Jin  Zhang Jianmin and Lei Yunhua
Affiliation:State Key Lab. of Hydraulics and Mountain River Eng., Sichuan Univ.,Chengdu Univ. of Technol.,State key Lab.of Geohazard Prevention and Geoenvironment Protection,State Key Lab. of Hydraulics and Mountain River Eng., Sichuan Univ.,State Key Lab. of Hydraulics and Mountain River Eng., Sichuan Univ. and HydroChina Chengdu Eng. Co.
Abstract:In order to overcome the problem that the physical model is difficult to measure flow forms and scouring characteristics in great unit discharge diversion channel, the turbulence model was used to calculate diversion channel flows and natural river flows. The results showed that the calculated values were in accordance with the experimental data. By comparing three types of velocity distribution characteristics under diversion channel, the flow field details was obtained.
Keywords:
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