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化学学报
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化学学报 ›› 1965, Vol. 31 ›› Issue (1): 50-57. 上一篇    下一篇

论文

浑水的流变性质

周永洽   

  1. 水利水电科学研究院河渠研究所
  • 投稿日期:1964-01-16 修回日期:1964-04-13 发布日期:2013-06-03

THE RHEOLOGICAL PROPERTIES OF MUDDY WATER

CHOU YEONG-CHIA   

  1. Institute of Hydrotechnical Research, Peking
  • Received:1964-01-16 Revised:1964-04-13 Published:2013-06-03

PDF

674

被引次数

4

1.本文设计一种适用于沉淀悬浮体的循环式毛细管粘度计;提出“出流校正项”.2.证明浑水的流型曲线从2—3%(重量)开始就过渡为S型.3.结构稳定性系数χ是常数;它和含沙浓度γ的关系如下
A组χ=0.110γ1.63

B组χ=0.071γ1.63
γ的单位为公斤·米-3.4.无量纲准数Ψ=τ2/χ定量描述浑水的结构状态;当Ψ≥4.12,所研究的体系都达到结构的极限破坏状态.5.相对极限粘度与浓度的关系符合Orr等的经验公式.

1.A recirculating capillary viscometer suitable for the study of settling suspensions has been designed, and it is suggested that the out-flow correction must be taken into consideration.2.It is found that the rate of flow-stress curve of muddy water, when its concentration is larger than 2-3 wt.%，is generally of the sigmoid shape.