维普资讯
发表评论我要收藏我要推荐点击“我要推荐”按钮复制地址,推荐文章给别人看,自己就可以获得积分奖励。

水平旋转空腔环流的壁面切应力的变化规律

免费下载
[全文大小:239 K]

牛争鸣[1] 孙静[1] 张鸣远[2]

[1]西安理工大学,西安710048 [2]西安交通大学,西安710049

水力发电学报
订阅本刊
国际标准刊号:ISSN 1003-1243
国内统一刊号:CN 11-2241

摘  要:

本文推导了水平旋转内消能泄洪洞空腔环流壁面切应力的理论分析表达式。水平旋转空腔环流的壁面切应力不仅与泄流量、旋流夹角、切向流速的速度矩、空腔环流的内外界面的压强差及空腔半径有关,还与空腔环流的内外界面压强差及空腔半径沿程变化率有关。壁面切应力在水平洞的前半段急剧减小,随后沿程缓慢减小,按指数规律衰减变化;上游水位、下游水位越高,其值越大,沿程的衰减变化率也越大;通气孔的直径对壁面切应力的影响较小。壁面切应力的变化规律表明,能量的耗散和易于空化的部位主要在水平洞的前部。[著者文摘]

structure;the wall shearing stress;theoretical analysis;level hole rotary flow 0 前言为了解决高坝建设中的高速水流问题和探讨将大尺度导流洞改建为永久式泄洪洞,以缩短工期和降低工程造价,从二十世纪六七十年代起国内外就开始了旋流式内消能泄洪洞的研究工作。由公伯峡水电站右岸导流洞改建的,国内第一个较高水头、较大流量的水平旋流内消能泄洪洞的建成,将为这一类型的内消能泄洪洞提供设计和工程的实例,本文作者对水平旋流内消能泄洪洞的基本水力特性进行了较深入系统的研究,这些都将推进该类型的内消能泄洪洞的推广与应用?。泄水建筑物的壁面切应力问题涉及到能量的耗散机理、能量损失的计算、壁面的空蚀特性和施工不平整度的控制等理论问题和工程应用问题’。因水流的高速旋转、难以量测和分析,旋流内消能泄洪洞的壁面切应力至今尚未见到有关研究的公开报道。本文推导了水平旋转空腔环流的壁面切应力的理论表达式,并根......
Journal of Hydroelectric Engineering

分 类 号:

TV651.3

文献标识码:

A

相关文章:

参考文献(9篇) 耦合文献(11篇)  主题相关

[参考文献]

The wall shearing stress of level rotary flow

NIU Zhengming , SUN Jing , ZHANG Mingyuan(Xi'an University of Technology, Xi ' an 710048 ; 2. Xi ' an Jiaotong University, Xi ' an 710049)

Abstract:

Theoretical expression ot the wall shearing stress has been deduced for the level rotary flow in an internal energy dissipation tunnel. It has been shown that the wall shearing stress is not only influenced by the discharge of the tunnel Q, the rotary flow angle aw, the moment of tangent velocity C, the difference between the wall pressure and the gassy pressure in level hole rotary flow Pw-Po, and the hole radius of the level hole rotary flow ro, but also by the change rate of P~-Po and ro along the level tunnel. It has been found that the wall shearing stress sharply reduces in the initial part and gradually reduces in the middle part of the level tunnel with a exponential law, the higher is the up and down water level, the larger the wall shearing stress becomes in the initial part of the level tunnel and the bigger the change rate becomes along the level tunnel, and the diameter of the vent has a little influence on the wall shearing stress. The behavior of the wall shearing stress along the level tunnel reveals that the initial part of the level tunnel is the part of which there is larger energy dissipation and more possibility of cavitation damage.[著者文摘]

Key words:

hydraulic structure; the wall shearing stress; theoretical analysis; level hole rotary flow

收稿日期: 2006-02-29

基金资助:

国家自然科学基金的资助项目(50479025)

作者简介:

牛争鸣(1957-),男,教授.E-mail:niuzm@xaut.edu.cn

更多评论>>文章评论
你是匿名用户 登录 | 注册 验证码 刷新
中国业务群个人门户,免费下载!
天元数据 维普资讯 版权所有 Copyright © 2001-2008 cqvip.com Inc. All rights reserved.
渝ICP证 B2-20050021  违法和不良信息举报中心
建议使用:1024x768分辨率,16位以上颜色