长江科学院院报 ›› 2015, Vol. 32 ›› Issue (8): 40-44.DOI: 10.3969/j.issn.1001-5485.2015.08.007

• 工程安全与灾害防治 • 上一篇    下一篇

窗口坝拦截泥石流性能试验研究

刘曙亮1,2,3,游 勇1,2,柳金峰1,2,赵彦波1,2,3,林雪平1,2,3   

  1. 1.中国科学院 山地灾害与地表过程重点实验室, 成都 610041;
    2.中国科学院水利部 成都山地灾害与环境研究所, 成都 610041;
    3.中国科学院大学,北京 100049
  • 收稿日期:2014-01-23 出版日期:2015-08-20 发布日期:2015-08-18
  • 通讯作者: 游 勇(1964-),男,四川乐山人,研究员,博士生导师,主要从事山地灾害实验与防治工程研究,(电话)028-85232541(电子信箱)yyong@imde.ac.cn。
  • 作者简介:刘曙亮(1989-),男,河南开封人,硕士研究生,主要从事山地灾害实验与防治工程研究,(电话)15682025463(电子信箱)liushuliang12@mails.ucas.ac.cn。
  • 基金资助:
    国家科技支撑计划课题(2012BAC06B02);中国科学院重点部署项目(KZZD-EW-05-01-04);四川省应用基础研究计划项目(2012JY0104)

Experimental Study on Performance of Window-FrameDam Intercepting Debris Flow

LIU Shu-liang1,2,3, YOU Yong1,2, LIU Jin-feng1,2,ZHAO Yan-bo1,2,3,LIN Xue-ping1,2,3   

  1. 1.Key Laboratory of Mountain Hazards and Earth Surface Process, CAS, Chengdu 610041, China;
    2.Institute of Mountain Hazards and Environment, CAS, Chengdu 610041, China;
    3.University of Chinese Academy of Sciences, Beijing 100049, China
  • Received:2014-01-23 Online:2015-08-20 Published:2015-08-18

摘要: 泥石流窗口坝是一种常见的泥石流防治工程措施,具有拦砂节流、护床固坡等重要调节功能。为了探寻泥石流的过坝特征,通过室内模拟试验,运用控制变量的方法对不同类型泥石流的过坝情况进行了探讨。试验发现,泥石流过坝前后颗粒组成的变化与泥石流密度相关性较大,在泥石流密度为1 650 kg/m3时,窗口坝对泥石流的筛选能力最强;泥石流过坝后密度降低情况较明显,并且受泥石流窗口坝闭塞类型的影响,不同闭塞类型下泥石流密度降低率具有相似规律,在泥石流密度为1 800 kg/m3左右时,泥石流密度降低率最大;通过回归分析得到了拦排比L与泥石流密度γc的关系式。

关键词: 泥石流, 模拟试验, 颗粒组成, 密度降低率, 拦排比

Abstract: As a common measure of preventing debris flows, window-frame dam has functions of intercepting sediment and protecting riverbed and slopes. Through indoor simulation, the characteristics of debris flows passing through window dam was researched by controlling different variables. Results reveal that the variation of particle composition of debris flows before and after passing through the dam is largely correlated with the density of debris flow. When the density of debris flow is 1 650 kg/m3, the window dam’s sediment interception capacity is the largest. The density of debris flow decreases remarkably after passing through the window dam, and the decrease is affected by the type of window dam blocking; the regularity of decrease is similar despite different blocking types; when the density is around 1 800 kg/m3, its decrease is the largest. By regression analysis the relation between sediment interception ratio L and debris flow density γc was also obtained.

Key words: debris flow, simulation test, particle composition, rate of density decrease, sediment interception ratio

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