中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊

重庆交通大学学报(自然科学版) ›› 2021, Vol. 40 ›› Issue (02): 116-122.DOI: 10.3969/j.issn.1674-0696.2021.02.18

• 交通基础设施工程 • 上一篇    下一篇

不同填筑材料对尾矿坝漫顶溃决过程影响试验研究

刘杰,李学伟,马海萍   

  1. (攀枝花学院 土木与建筑工程学院,四川 攀枝花 617000)
  • 收稿日期:2019-11-21 修回日期:2020-05-10 出版日期:2021-02-16 发布日期:2021-02-16
  • 作者简介:刘杰(1986—),男,四川凉山州人,讲师,博士,主要从事土石坝、尾矿坝灾害方面的研究。E-mail:pzhjieliu@126.com
  • 基金资助:
    四川省高等学校重点实验室科研项目(SC_FQWLY-2019-Z-03);四川省教育厅2018年一般项目(2018YB762)

Experiment Study on Effect of Different Filling Material on Dam-Break of Overtopping of Tailings Dam

LIU Jie, LI Xuewei, MA Haiping   

  1. (Department of Civil and Architecture Engineering, College of Panzhihua University, Panzhihua 617000, Sichuan, China)
  • Received:2019-11-21 Revised:2020-05-10 Online:2021-02-16 Published:2021-02-16

摘要: 选取高钛渣、山沙及河沙作为尾矿坝填筑材料,采用试验与理论分析方法研究了相同级配下的3种不同材料填筑尾矿坝在洪水漫顶作用下溃坝过程差异。研究结果表明:高钛渣填筑尾矿坝溃坝后最终溃口宽度最小,坝体侵蚀率最低。山沙和河沙填筑尾矿坝溃坝过程溃口材料损失率和下游洪水含沙率高于高钛渣填筑尾矿坝。将断面平均流速与水流表面流速比值定义为表面流速系数k,泥沙浓度和溃口尺度通过影响k值间接影响溃口流量。理论推导表明当泥沙浓度介于0.05~0.15时存在一个最小k值,当溃口尺寸增大时,k值随之增大。

关键词: 水利工程, 尾矿坝, 漫顶溃决, 溃坝流量, 泥沙浓度, 表面流速系数

Abstract: The high titanium slag, mountain sand and river sand were used as filling material for tailings dam. Experiment and theoretic analysis method were applied to investigate the difference of dam break process of tailings dam filled with three different materials with the same gradation under overtopping action. The research results show that the final breach width of tailings dam filled with high titanium slag is the smallest and the erosion rate of the dam body is the lowest. In the process of dam break, the material loss rate and downstream flood sediment concentration rate of tailings dam filled with mountain sand and river sand are higher than those filled with high titanium slag. The ratio of cross-section average velocity to surface velocity is defined as the surface velocity coefficient k, and the breach discharge is indirectly affected by the influence of sediment concentration and breach size on the k value. The theoretical derivation shows that there is a minimum k value when the sediment concentration is between 0.05 and 0.15, and the k value increases with the increase of the breach size.

Key words: hydraulic engineering, tailing dam, dam-break of overtopping, dam failure discharge, sand concentration, surface velocity coefficient

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