期刊文献+

高含沙水流逆行沙浪探讨 被引量:1

Anti-dunes in Hyper-concentrated Flows
下载PDF
导出
摘要 在进行高含沙饱和输沙水槽实验中对所发生的逆行沙浪进行了反复实验和观测 ,对有无泥浆的高含沙水流实验进行了对比 ,对形成逆行沙浪的条件进行了描述 ,利用本实验以及天然河流资料提出了沙浪波长的计算公式 。 Two types of hyper concentrated flow experiments with a maximum sediment concentration of around 1000 kg/m 3 were conducted in the flume. The first type contains finer sediment particles and the other consists of coarser particles. It was found that anti dunes often occurred in the first type experiments when flow was increased. An equation for calculating the length of sand dunes is given and discussed based on the data from the experiments and some rivers. It was also found in the experiments that there exists reversibility in sand wave evolutions, i.e., sand dunes can form after movable flat bed, and movable flat bed could form after anti dunes.
出处 《泥沙研究》 CSCD 北大核心 2003年第4期14-18,共5页 Journal of Sediment Research
关键词 含沙水流 逆行沙浪 泥沙运动 沙浪波长 可逆性 anti dunes hyper concentrated flow sediment transport
  • 相关文献

参考文献5

  • 1钱宁,万兆惠著..泥沙运动力学[M].北京:科学出版社,1983:687.
  • 2梁志勇,王兆印,匡尚富,徐永年.分流对高含沙输送影响试验的初步分析[J].泥沙研究,1999,24(6):74-78. 被引量:1
  • 3梁志勇等著..黄河高含沙水流水沙运动与河床演变[M].郑州:黄河水利出版社,2001:154.
  • 4钱宁 周文浩.黄河下游河床演变[M].北京:科学出版社,1964.. 被引量:1
  • 5Kennedy, J F, 1961, Stationary waves and anti-dunes in alluvial channels, Rep KH-R-2, Keck Lab Hyd And Water Resources, Calif Inst Tech, p146. 被引量:1

二级参考文献10

同被引文献7

引证文献1

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部