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摘要:
This paper makes an attempt to answer why the observed critical Shields stress for incipient sediment motion deviates from the Shields curve. The measured dataset collected from literature show that the critical Shields stress widely deviates from the Shields diagram’s prediction. This paper has re-examined the possible mechanisms responsible for the validity of Shields’ diagram and found that, among many factors, the vertical velocity in the sediment layer plays a leading role for the invalidity of Shield’s prediction. A closer look of the positive/negative deviation reveals that they correspond to the up/downward vertical velocity, and the Shields diagram is valid only when flow is uniform. Therefore, this diagram needs to be modified to account for hydraulic environments when near bed vertical velocities are significant. A new theory for critical shear stress has been developed and a unified critical Shields stress for sediment transport has been established, which is valid to predict the critical shear stress of sediment in both uniform and nonuniform flows.
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篇名 Influence of Vertical Motion on Initiation of Sediment Movement
来源期刊 水资源与保护(英文) 学科 医学
关键词 Critical SHEAR Stress NONUNIFORM FLOWS SHIELDS DIAGRAM Vertical Velocity Decelerating/Accelerating FLOWS
年,卷(期) 2014,(18) 所属期刊栏目
研究方向 页码范围 1666-1681
页数 16页 分类号 R73
字数 语种
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研究主题发展历程
节点文献
Critical
SHEAR
Stress
NONUNIFORM
FLOWS
SHIELDS
DIAGRAM
Vertical
Velocity
Decelerating/Accelerating
FLOWS
研究起点
研究来源
研究分支
研究去脉
引文网络交叉学科
相关学者/机构
期刊影响力
水资源与保护(英文)
月刊
1945-3094
武汉市江夏区汤逊湖北路38号光谷总部空间
出版文献量(篇)
1200
总下载数(次)
0
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