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宽尾墩下游消力池底板动水荷载试验研究
引用本文:严根华,胡去劣,陈发展. 宽尾墩下游消力池底板动水荷载试验研究[J]. 广西水利水电, 2004, 0(Z1): 30-34
作者姓名:严根华  胡去劣  陈发展
作者单位:南京水利科学研究院,江苏,南京,210029
摘    要:“宽尾墩 消力池”是 3 0年前由我国首先提出并发展起来的消能形式。在依托工程模型试验的基础上 ,通过大量点、面水流脉动荷载测试数据的综合分析 ,基本掌握了宽尾墩射流作用下消力池底板动水压力的规律性分布 ,提出了点、面脉动荷载系数确定方法和结果 ,不仅为工程消力池底板结构稳定计算提供了科学依据 ,而且也提高了该消能形式水流动力特性的认识。

关 键 词:宽尾墩  消力池  射流  动水荷载
文章编号:1003-1510(2004)S0-0030-05
修稿时间:2004-02-17

Base slab hydrodynamic load test and research for the stilling pool downstream of tail-flaring piers
YAN Gen-hua,HU Qu-lie,CHEN Fa-zhan. Base slab hydrodynamic load test and research for the stilling pool downstream of tail-flaring piers[J]. Gx Water Resources & Hydropower Engineering, 2004, 0(Z1): 30-34
Authors:YAN Gen-hua  HU Qu-lie  CHEN Fa-zhan
Abstract:Tail-flaring pier stilling pool " is an energy dissipation method first put forward by China 30 years ago. Based on model test results and the synthetic analysis of flow fluctuation load testing data for great quantity of points and areas, the distribution of hydrodynamic pressure on stilling pool base slab under jet flow from tail-flaring pier is generally drawn out, the selection principle and point, area fluctuation load factors are put forward, which not only provide a scientific basis for the Baise stilling pool base slab structural stability calculation, but also enrich our knowledge on the flow dynamic characteristics of this energy dissipation method.
Keywords:Tail-flaring pier  stilling pool  jet flow  hydrodynamic load  
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