1) settling velocity of fine sediments
粘性泥沙沉速
2) settling velocity
泥沙沉速
1.
According to the characteristic of high sediment concentration of the Yellow River,takinginto consideration the effects of sediment concentration on the viscosity and settling velocity,andthe representative settling velocity of nonuniform sediment,amendments were made to the for-mula of sediment transportcapacity frequently used in the Yellow River studies.
根据黄河含沙量高的特点,考虑了含沙量对水流粘性和泥沙沉速的影响及非均匀沙的代表沉速,对黄河上常用的输沙能力公式进行了修正,给出了适合于黄河的输沙能力公式。
3) cohesive sediment
粘性泥沙
1.
Experimental study of feature of the cohesive sediment lamination movement;
粘性泥沙分层运动特征的试验研究
2.
The Study on slipping water layers of cohesive sediment particles;
粘性泥沙悬浮液中颗粒表面滑动层厚度的计算
3.
Experimental study on vertical distribution of flow velocity in weak dynamical flow with cohesive sediment
弱动力水流中粘性泥沙作用下水流流速沿垂线分布的试验研究
4) cohesive fine sediment
粘性细泥沙
1.
Review on incipient motion and scour of consolidated cohesive fine sediment;
淤积固结条件下粘性细泥沙起动冲刷研究综述
5) cohesionless sediment
无粘性泥沙
1.
Comparison study on incipient motion conditions for cohesionless sediment;
无粘性泥沙起动条件对比研究
6) cohesive sediment suspension
粘性泥沙悬扬
1.
From the viewpoint of dynamic analysis of interactions between currents and muddy beds, the mechanism of cohesive sediment suspension is investigated.
本文从水流与淤泥质床面的相互作用的动态角度来探讨粘性泥沙悬扬机理。
补充资料：终点沉速
分子式：
CAS号：
性质：分散颗粒自由沉降中的最大沉降速度。它是用牛顿定律和斯托克沉淀定律进行分析，根据颗粒的重力与摩擦力或阻力相等的原理求得。在设计沉淀池时，通常的步骤是先选一个终点沉速为Vc的颗粒进行设计，使所有终点沉速等于或大于全部去除Vc的颗粒。
CAS号：
性质：分散颗粒自由沉降中的最大沉降速度。它是用牛顿定律和斯托克沉淀定律进行分析，根据颗粒的重力与摩擦力或阻力相等的原理求得。在设计沉淀池时，通常的步骤是先选一个终点沉速为Vc的颗粒进行设计，使所有终点沉速等于或大于全部去除Vc的颗粒。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条