首页 | 本学科首页   官方微博 | 高级检索  
     

宽尾墩+阶梯溢流坝+消力池的紊流数值模拟
引用本文:胡耀华,伍超,叶茂,张挺.宽尾墩+阶梯溢流坝+消力池的紊流数值模拟[J].四川水力发电,2005,24(2):32-35.
作者姓名:胡耀华  伍超  叶茂  张挺
作者单位:四川大学,水利水电学院,四川,成都,610065;四川大学,高速水力学国家重点实验室,四川,成都,610065
基金项目:国家自然科学基金项目(编号:50479061)
摘    要:宽尾墩 阶梯溢流坝 消力池一体化的坝面泄流形式是我国科技工作者提出的新型水工设施,已在实际工程中有所应用,但缺少数值计算成果。阐述了针对这种极其复杂的坝面形式进行的数值模拟,计算了设计和正常水位条件下的水力特性和宽尾墩进出口处的紊动能以及耗散率,数值计算结果与试验数据基本吻合。数值计算时单宽过量已达141m3/s·m,对宽尾墩 阶梯溢流坝 消力池一体化的方式有必要进行更深入的研究。

关 键 词:宽尾墩  阶梯溢流坝  水力特性  数值模拟
文章编号:1001-2184(2005)02-0032-04
修稿时间:2004年12月20

Turbulent Numerical Simulation of Stepped Spillway with Flaring Gate Piers and Plunge Pool
HU Yao-hua,WU Chao,YE Mao,ZHANG Ting.Turbulent Numerical Simulation of Stepped Spillway with Flaring Gate Piers and Plunge Pool[J].Sichuan Water Power,2005,24(2):32-35.
Authors:HU Yao-hua  WU Chao  YE Mao  ZHANG Ting
Abstract:The incorporate energy dissipation of stepped spillway with flaring gate piers and plunge pool is a new-style dam of hydraulic structure proposed by Chinese engineers and has been used in practical projects , but there is a lack of numerical computation results. In this paper, the numerical simulation on the complex dam with stepped spillway , flaring gate piers and plunge pool is presented . Hydraulic property , the turbulent kinetic energy and dissipation rate are calculated for the flaring gate piers entrance under design and normal water level. The computation results are in good agreement with experimental data . Numerical simulation is conducted with unit discharge of 141m3/s. It is necessary to make further study on incorporate energy dissipation of stepped spillway with flaring gate piers and plunge pool .
Keywords:flaring gate piers  stepped spillway  hydraulic property  numerical simulation
本文献已被 CNKI 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号