节点文献
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
【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.
【关键词】 水工结构工程;
抛石稳定;
随机模型;
截流;
【Key words】 hydraulic structure; riprap stability; stochastic simulation; closure;
【Key words】 hydraulic structure; riprap stability; stochastic simulation; closure;
【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