东北大学学报:自然科学版 ›› 2016, Vol. 37 ›› Issue (7): 1045-1050.DOI: 10.12068/j.issn.1005-3026.2016.07.028

• 资源与土木工程 • 上一篇    下一篇

超细全尾砂似膏体长距离自流输送的时变特性

李帅, 王新民, 张钦礼, 王石   

  1. (中南大学 资源与安全工程学院, 湖南 长沙410083)
  • 收稿日期:2014-11-21 修回日期:2014-11-21 出版日期:2016-07-15 发布日期:2016-07-13
  • 通讯作者: 李帅
  • 作者简介:李帅(1989-),男,河南邓州人,中南大学博士研究生; 王新民(1957-),男,安徽安庆人,中南大学教授,博士生导师; 张钦礼(1965-),男,山东临朐人,中南大学教授,博士生导师.
  • 基金资助:
    国家科技支撑计划项目(2013BAB02B05); 中南大学中央高校基本科研业务费专项资金资助项目(2015zzts078).

Time-Varying Characteristic of Paste-like Super-Fine Unclassified Tailings in Long Self-Flowing Transportation

LI Shuai, WANG Xin-min, ZHANG Qin-li, WANG Shi   

  1. School of Resources and Safety Engineering, Central South University, Changsha 410083, China.
  • Received:2014-11-21 Revised:2014-11-21 Online:2016-07-15 Published:2016-07-13
  • Contact: LI Shuai
  • About author:-
  • Supported by:
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摘要: 基于H-B流变模型和絮网结构理论,构建了考虑时变性的超细全尾砂似膏体流变模型,探究超细全尾砂似膏体长距离管道自流输送过程中的时变特性,推导了相应的管输阻力计算公式.以某深井铁矿质量分数为68%的超细全尾砂似膏体为例,进行了室内剪切试验和管输阻力计算.结果表明:不同剪切速率下的超细全尾砂似膏体表现出剪切稀化的时变特性,且剪切速率越大,达到平衡状态的时间越短,黏度值越低.在流量为80m3/h时,管输阻力经225s降至稳定状态的5.03MPa/km,为初始阻力的50.6%.超细全尾砂似膏体长距离自流输送过程中,以稳定状态的阻力损失进行计算更为经济合理.

关键词: 时变特性, H-B流变模型, 絮网结构理论, 管输阻力损失, 剪切稀化

Abstract: A time-dependent rheological model was built based on the H-B rheological model and the slurry flocculent structure theory. Time-varying characteristic of paste-like super-fine unclassified tailings in long self-flowing transportation was explored, and the friction loss formula of pipes was derived. By using the 68% mass concentration paste-like slurry of a deep iron mine, groups of shear rheological tests were implemented, and the pipes friction loss was verified. It is revealed that the paste-like super-fine unclassified tailings show obvious shear thinning under different shear rate. The higher the shear rate is, the faster the balance can be reached and the lower the viscosity is. With a flow of 80m3/h, the friction loss takes 225s to reach a stable value of 5.03MPa/km, which is just 50.6% of the initial resistance. Therefore, it is quite economic and reasonable to calculate the friction loss of paste-like slurry by using the stable value in long distance pipeline transportation.

Key words: time-varying characteristic, H-B rheological model, flocculent structure theory, friction loss of pipes transportation, shear thinning

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