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挑流消能冲坑内基岩体的动力分析研究

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邹鹏飞[1] 王均星[2] 尹浩[2]

[1]宁波市水利水电规划设计研究院,浙江省宁波市315016 [2]武汉大学水资源与水电工程科学国家重点实验室,武汉430072

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

摘  要:

宏观上挑流消能中下游河床冲刷坑的形成,主要是入射水流的冲击能力与河床基岩的抗冲能力两者相互作用的结果。入射水流是以低频紊动的脉动水流为主,而河床基岩的抗冲能力,主要由岩体的强度及其振动特性确定。一般情况下,下游河床基岩在水流脉动的作用下,发生低应力断裂,最后出穴而去,形成冲坑。[著者文摘]

Journal of Hydroelectric Engineering

分 类 号:

TV135.23

文献标识码:

A

相关文章:

参考文献(6篇) 耦合文献(208篇)  主题相关

[参考文献]

Research on dynamic characteristics of original rock in the scour pit of energy dissipation of ski-jump

ZOU Pengfei, WANG Junxlng , YIN Hao ( 1. Ningbo Planning Design and Research Institute of Water Conservancy & Hydroelectric Power, Ningbo city, Zhejiang province 315016 ; 2. State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University, Wuhan 430072)

Abstract:

In the macroscopic view, the scouring by jet fluids of energy dissipation of ski-jump on the rocky river beds results from the combined action of the impulsive forces of the incident fluids and the scour resistances of the river bedrocks. As far as the incident fluids are concerned, fluctuation flow of the low frequency is the main parts. But the scour resistances on the rocky river beds is decided by hardness and dynamic characteristics of rock mass. In general, under the action of fluctuating flow, the bedrock at the lower river generates the abruption of low stress, and departs from the rocky river at last. At this time, scour hole is formed.[著者文摘]

Key words:

hydraulics ; energy dissipation of ski-jump ; fluctuating pressure ; dynamic analysis ; scour pit

收稿日期: 2005-12-19

作者简介:

邹鹏飞(1975-),女,工程师.E—mail:zoupengf@163.com

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