Adv Search
  • 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引（EI）收录期刊
Volume 3 Issue 4
. 
Turn off MathJax
Article Contents
Article Navigation >  Advances in Water Science  > 1992  >  3(4): 271-278

Hua Jingsheng, Wan Zhaohui. Incipient Motion Law of Cohesive Soil and the Mixture of Cohesive Sediment and Coarse Particle[J]. Advances in Water Science, 1992, 3(4): 271-278.
Citation: Hua Jingsheng, Wan Zhaohui. Incipient Motion Law of Cohesive Soil and the Mixture of Cohesive Sediment and Coarse Particle[J]. Advances in Water Science, 1992, 3(4): 271-278.
shu

Incipient Motion Law of Cohesive Soil and the Mixture of Cohesive Sediment and Coarse Particle

  • Institute of Water Conservancy and Hydroelectric Power Research

  • Received Date: 1991-10-04
  • Rev Recd Date: 1992-04-01
  • Publish Date: 1992-10-25
  • The incipient motion of cohesive sediment and the mixture of cohesive sediment and coarse particle are researched systematically. On the basis of turbulent flow theory, a formula for determining the critical shear stress of cohesive sediment with the Bingham stress of cohesive sedi ment is ascertained. According to a series of experiments, the conditions of incipient motion for the mixture of cohesive sediment and coarse particle in different cases are discussed and formalized. The result of all above-mentioned formulae are in agreement with experiment data. In addition, a qualitative analysis about the conditions of incipient motion of cohesive sediment and the mixture of cohesive sediment, and coarse particles above which dense flow exista are carried out.
  • [1] 钱宁,万兆惠.泥沙运动力学.北京:科学出版社,1983. 253-258
    [2] Chu Junda and Wang Zhiliang. Condition of Incipient Motion of Cohesive Sediment. Proc. of the 4th Inter. Symposium on River Sedimentation, 1989. 490-498
    [3] Kuninori Otsubo and Kojhi Muraoka. Critical Shear Stress of Cohesive Bottom Sediment. Journal of Hydraulic Division. ASCE. 1988
    [4] 华景生.大、小剪切速率下浆体的流变特性差异及有关问题的研究.水科学青年学术论文集.北京:水利电力出版社,1990. 319-328
    [5] 浙江大学数学系高等数学教研组.概率论与数理统计.北京:人民教育出版社,1979. 91-95
  • 加载中
通讯作者: 陈斌, bchen63@163.com
  • 1. 

    沈阳化工大学材料科学与工程学院 沈阳 110142

  1. 本站搜索
  2. 百度学术搜索
  3. 万方数据库搜索
  4. CNKI搜索
Get Citation
PDF
XML

Article Metrics

Article views(276) PDF downloads(440) Cited by()

Proportional views
Related

Incipient Motion Law of Cohesive Soil and the Mixture of Cohesive Sediment and Coarse Particle

  • Institute of Water Conservancy and Hydroelectric Power Research
  • Received Date: 1991-10-04
  • Rev Recd Date: 1992-04-01
  • Publish Date: 1992-10-25

Abstract: The incipient motion of cohesive sediment and the mixture of cohesive sediment and coarse particle are researched systematically. On the basis of turbulent flow theory, a formula for determining the critical shear stress of cohesive sediment with the Bingham stress of cohesive sedi ment is ascertained. According to a series of experiments, the conditions of incipient motion for the mixture of cohesive sediment and coarse particle in different cases are discussed and formalized. The result of all above-mentioned formulae are in agreement with experiment data. In addition, a qualitative analysis about the conditions of incipient motion of cohesive sediment and the mixture of cohesive sediment, and coarse particles above which dense flow exista are carried out.

Hua Jingsheng, Wan Zhaohui. Incipient Motion Law of Cohesive Soil and the Mixture of Cohesive Sediment and Coarse Particle[J]. Advances in Water Science, 1992, 3(4): 271-278.
Citation: Hua Jingsheng, Wan Zhaohui. Incipient Motion Law of Cohesive Soil and the Mixture of Cohesive Sediment and Coarse Particle[J]. Advances in Water Science, 1992, 3(4): 271-278.
shu

    HTML

Reference (5)

Catalog

    Copyright © 《水科学进展》杂志社

    Organizer: Nanjing Institute of water resources, China Water Conservancy Society Address: No.34, Hujuguan, NanjingChina Pos: 210024

    Tel: 025-85829770Email: skxjz@nhri.cn

    Supported by: Beijing Renhe Information Technology Co. Ltd    

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return