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1)  non-uniform sediment
非均匀泥沙
1.
By considering concealing and revealing features of the non-uniform sediments, and using analytical method of theoretical mechanics, vectorial formulae for the competent velocity of sediments at arbitrary plane in both concealing and revealing states are given respectively.
考虑非均匀泥沙的隐暴特性 ,采用矢量力学分析方法 ,本文导出了任意面上处于隐蔽和暴露状态下的泥沙起动流速矢量式。
2.
Based on the reviews of current research, an 2-D horizontal non-uniform sediment numerical model is established according to the character of hydrodynamic and sediment transport in Yangtze estuary.
本文以长江口为例在前人工作的基础上,通过分析长江口水流、泥沙运动特性的基础上,建立平面二维的非均匀泥沙数学模型,并对长江口的泥沙输运过程和输运机理进行了研究。
2)  Non-homogeneous sediment Mathematical Model
非均匀沙泥沙数学模拟
3)  non-uniform sediment
非均匀沙
1.
Study on mathematical modeling for non-uniform sediment transport in an irrigation district along the lower reach of the Yellow River;
引黄灌区非均匀沙运动数学模型研究
2.
Effect of grain shape on incipient motion of non-uniform sediment;
泥沙颗粒形状对非均匀沙起动条件的影响
3.
Study on laws of incipient motion for non-uniform sediment on sloping land;
坡面非均匀沙起动规律研究
4)  non uniform sediment
非均匀沙
1.
The incipient motion formula of non cohesive non uniform sediment particles under a steady uniform stream flow on generalized sloping fluvial bed is established by the research.
推导了斜面上非均匀沙的起动条件。
2.
Bottom flow structure is changed because of the existence of the non uniform sediment.
通过考察水流结构的改变 ,研究了非均匀沙的起动。
3.
Obvious differences of transport mechanism exist between the uniform and non uniform sediment.
非均匀沙运动规律与均匀沙明显不同。
5)  nonuniform sediment
非均匀沙
1.
Incipient probability of cohesive nonuniform sediment;
黏性非均匀沙的起动概率
2.
Incipient motion of individual fractions of nonuniform sediment;
非均匀沙分级起动规律研究
3.
Research on incipient velocity of nonuniform sediment on slope of bend river bank
河湾坡岸非均匀沙起动流速公式探讨
6)  non-uniform suspended load
非均匀悬沙
补充资料:非均匀表面
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性质:实际的固体表面。所有实际的固体表面都不是完全均匀的,如晶格结构会发生缺陷、催化剂的活性组分以大小不同的原子簇的方式分布在表面上,构成活性不一样的活性点,相应的吸附热的大小也是不同的。

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