The optimal hydraulic cross-section design of the "Trapezoid-V" shaped drainage canal of debris flow
You Yong1; Pan Huali1,2; Liu Jinfeng1; Ou Guoqiang1
2008
会议日期JUN 30-JUL 04, 2008
会议地点Xian
DOI10.1201/9780203885284-c279
页码2001-2004
国家PEOPLES R CHINA
英文摘要This paper analyzed the "Trapezoid-V" shaped drainage canal's hydraulic condition and discussed its optimum cross-section design. The cross-section configuration parameter of "Trapezoid-V" shaped debris flow drainage canal (M) is defined as the ratio of wetted perimeter (P) to hydraulic radius (R), and it can be deduced as M = (2 beta root 1+m(1)(2)+2 root 1+m(2)(2))(2)/m(1)beta+2m(2)beta+m(2) under the optimal hydraulic condition beta = h(1)/h(2) = m(2)(root 1+m(1)(2)-root 1+m(2)(2))/m(1)(root 1+m(2)(2)-m(2)root 1+m(1)(2)), h(1) and h(2) are the characteristic lengths of two overflowing cross-section, m(1) is the side slope coefficient of "Trapezoid-V" shaped drainage canal while m(2) is the bottom transverse slope coefficient of it). It indicates that M is only related to m(1) and m(2) under the optimal hydraulic condition. By analyzing the optimal hydraulic condition, it is indicated that M decreases with m(2) when m(1) is unchanged; when m(2) comes to a certain value, M increases with m(2). At the same time, it has the similar regularity when m(2) is unchanged.
源文献作者Chen, Z ; Zhang, JM ; Li, ZK ; Wu, FQ ; Ho, K
产权排序1
会议录LANDSLIDES AND ENGINEERED SLOPES: FROM THE PAST TO THE FUTURE, VOLS 1 AND 2
语种英语
ISBN号978-0-415-41196-7
WOS记录号WOS:000266239200279
内容类型会议论文
源URL[http://ir.imde.ac.cn/handle/131551/34948]  
专题成都山地灾害与环境研究所_成都山地所知识仓储(2009年以前)
通讯作者You Yong
作者单位1.Key Laboratory of Mountain Surface Process and Hazards, CAS, Chengdu, Sichuan Province, China;
2.Graduated University of Chinese Academy of Sciences, Beijing, China
推荐引用方式
GB/T 7714
You Yong,Pan Huali,Liu Jinfeng,et al. The optimal hydraulic cross-section design of the "Trapezoid-V" shaped drainage canal of debris flow[C]. 见:. Xian. JUN 30-JUL 04, 2008.
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