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1. 四川大学
2. 四川大学 水力学与山区河流开发保护国家重点实验室四川,成都,610065
纸质出版日期:2009,
网络出版日期:2008-10-7,
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李文萍,曹叔尤,刘兴年.河床冲刷粗化特征与粗化程度[J].工程科学与技术,2009,41(5):24-29.
Li Wen-ping, 曹叔尤, 刘兴年. Coarse Features and Degree of River Bed[J]. Advanced Engineering Sciences, 2009,41(5):24-29.
中文摘要: 摘要:本文根据前人对暴露度和等效粒径研究的成果,选择适合于长江上游典型河段起动及输沙率公式,对各典型河段床沙粗化程度的参数A值进一步确定,通过分析可知,粗化程度A值在时间和空间上都存在变化规律,汛期粗化程度比枯水期小,并且各河段粗化程度上游比下游粗化程度大。粗化程度A值不随粒径的变化而变化,河床糙率n随A值呈线性变化趋势,根据有限的资料进行了拟合,得到一个A值与n值的关系式。
Abstract:Abstract According to the studies on exposure degree and equivalent size of our predecessors
start-up and sediment transport rate formula of the right in the upper reaches of the Yangtze River typical was choose. parameters A of coarse degree on typical of the river bed was further defined. Through analysis we could see that the coarse degree in time and space there are changes in laws. Coarse degree was lighter in flood season than in dry season
and it was lighter upstream than downstream. It was not changed with the grain size. The riverbed roughness was a linear trend with coarse degree. According to the limited information
the relation between coarse degreea and riverbed roughness was drawn .
冲刷 粗化 粗化特征参数 粗化程度
scour coarse Coarsening parameters coarse degree
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