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床面起伏影响下截流抛石稳定研究

Research on stability of riprap influenced by boundary of riverbed during river closure

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【作者】 钟登华毛寨汉

【Author】 Zhong Denghua\ Mao Zhaihan (School of Civil Engineering,Tianjin University,Tianjin\ 300072)

【机构】 天津大学建工学院天津大学建工学院 天津300072天津300072

【摘要】 本文从截流抛石在河床面上接触边界分析出发 ,引入相对暴露度Δ和倾斜度θ两个指标来描述抛投块石在床面的物理特征 ;其次 ,依据抛石稳定机理 ,建立稳定率模型 ,并采用随机模拟方法对某工程截流设计进行稳定性分析计算 ,从数据结果中概化出抛石稳定率与流速和粒径之间的关系。

【Abstract】 In this paper,the grazing boundary of riprap and riverbed is analysed.The opposite exposure level Δ and its degree of inclination θ are introduced to describe the physical character of the riprap on riverbed.According to the mechanism of the riprap losing stability,a stability model is established,and the stability of riprap at a closure project is calculated with the help of the stochastic simulation method.The relationship between the stability of riprap and the flow rate and grain size is summarized.

【基金】 国家自然科学基金资助项目 ( 50 1 790 2 3 )
  • 【文献出处】 水力发电学报 ,Journal of Hydroelectric Engineering , 编辑部邮箱 ,2003年01期
  • 【分类号】TV551.2
  • 【被引频次】7
  • 【下载频次】137
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