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Mechanics of Sediment Transport of Graded Materials and Fluvial Sorting

Mechanics of Sediment Transport of Graded Materials and Fluvial Sorting
分级材料输沙机理及河流分选
批准号:
01550401
负责人:
TSUJIMOTO Tetsuro
金额:
$1.41万
依托单位:
依托单位国家:
日本
项目类别:
Grant-in-Aid for General Scientific Research (C)
财政年份:
1989
资助国家:
日本
项目状态:
已结题
起止时间:
1989 至 1990

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中文摘要
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英文摘要
Sediment transport of graded materials often shows non-equilibrium behavior and subsequently it accompanies fluvial sorting process. In order to describe the phenomena it brings about, non-equilibrium transport model characterized by pick-up rate and step length for each grain size.When the sediment transport supplied from the upstream region is suppressed, the bed-surface adjusts its composition (size distribution) by selective movement of sediment according to the size. Particularly, the supplied sediment is zero, the bed is coarsened and the transport rate over it becomes zero increasingly from the upstream end (armor coat formation and propagation). While, the suppressed sediment is not zero, all size-fraction of sediment are still transported (the transport rate becomes equal to the supplied one finally) but the bed surface is obviously coarsened (pavement). These two different types of bed coarsening process could be described by the non-equilibrium transport model proposed in th … More is study.Besides monotonous sorting, alternate sortings are often observed : longitudinally alternate sorting and laterally alternate sorting (longitudinal stripes of sorting). These sortings do not require the forced change of supplied sediment. Non-equilibrium transport for each grain size and the change of bed-surface composition brings about an instability of the bed-surface composition. The formation processes could be described by the non-equilibrium transport model proposed in this study.In a stream with longitudinally alternate sorting, the longitudinal change of bed roughness severely changes the turbulent structure and subsequently the characteristics of suspended sediment transport over it. Based on the turbulence measurements, a model to describe the relaxation process of Reynolds-stress distribution due to the change of the bed shear stress was derived, which was a convolution-integral type with an impulse response. The similarity between the turbulent momentum exchange and the turbulent transport of suspended sediment suggested a description of non-equilibrium concentration distribution of suspended sediment with the relaxation model prepared for the Reynolds-stress distribution. Less
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DOI: --
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通讯作者:
辻本 哲郎: "底面せん断応力が変化する開水路流れの特性" 水工学論文集. 34. 433-438 (1990)
Tetsuro Tsujimoto:“具有不同底部剪切应力的明渠水流特征”《水利工程学报》34. 433-438 (1990)。
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通讯作者:
辻本 哲郎: "Longitudinal Stripes of alterrate lateral sorting due to cellular seconday currents" Proc.23rd IAHR Congress,Ottawa,Canada. 2. 17-24 (1989)
Tetsuro Tsujimoto:“由于细胞二次电流导致的交替横向排序的纵向条纹”,Proc.23rd IAHR 大会,加拿大渥太华,2. 17-24 (1989)。
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通讯作者:
辻本 哲郎: "混合砂礫床の粗粒化について" 土木学会論文集. 417. 91-98 (1990)
Tetsuro Tsujimoto:“关于混合沙子和砾石层的粗化”日本土木工程师学会会刊 417. 91-98 (1990)。
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29
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