文章摘要
舒安平,孙江涛,张欣,王澍,师哲,潘华利.非均质泥石流形成过程动力学特征[J].水利学报,2016,47(7):850-857
非均质泥石流形成过程动力学特征
Dynamical characteristics of formation processes for non-homogeneous debris flow
投稿时间:2016-02-06  
DOI:10.13243/j.cnki.slxb.20160143
中文关键词: 非均质泥石流  形成过程  颗粒起动类型  加速混掺  动力学特征
英文关键词: non-homogeneous debris flow  formation processes  particle starting types  accumulated mix-ture  dynamical characteristics
基金项目:国家自然科学基金项目(11372048);长江科学院开放研究基金资助项目(CKWV2015225/KY);中国科学院山地灾害与地表过程重点实验室开放研究基金资助项目
作者单位
舒安平 北京师范大学 环境学院 水沙科学教育部重点实验室, 北京 100875 
孙江涛 北京师范大学 环境学院 水沙科学教育部重点实验室, 北京 100875 
张欣 北京师范大学 环境学院 水沙科学教育部重点实验室, 北京 100875
水利部国际经济技术合作交流中心, 北京 100053 
王澍 北京师范大学 环境学院 水沙科学教育部重点实验室, 北京 100875 
师哲 长江科学院水土保持研究所, 湖北 武汉 430010 
潘华利 中国科学院 水利部 成都山地灾害与环境研究所, 四川 成都 610041 
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中文摘要:
      非均质泥石流是产生于山坡与沟谷中的一种典型固液两相流,具有颗粒级配宽、容重大、流动阻力与流速分布的不均匀性等特征,致灾影响深远。本文通过在云南省蒋家沟泥石流观测研究站实施48组泥石流形成动力过程模拟试验,首先分析非均质泥石流起动方式,将模拟泥石流起动划分为常遇型、溃坝型及滑坡型三种类型,并进一步将泥石流形成过程划分为固体颗粒起动、固体颗粒加速混掺及固液两相流形成的三个不同阶段;基于孔隙水压力及水力因子等测定数据,分析揭示了泥石流形成的三阶段的动力学特征,表明三类泥石流形成后流速较大,均呈急流状态,而且水流强度以溃坝型泥石流为最大,常遇型泥石流次之,滑坡型泥石流最小。本项研究成果对丰富泥石流学科内容以及提高泥石流灾害预测水平具有重要意义。
英文摘要:
      As a kind of typical two-phase flow, non-homogeneous debris flow behaves some basic properties such as grain size distribution with a large scale, more specific gravity, and non-uniformity of both flow resistance and velocity,which results in heavy natural disasters. As for this,48 runs simulation experiments for non-homogeneous debris flow were carried out at Debris flow Observation and Research Station at Jiangjia Gully in Yunnan Province. It has been shown by experimental results that the ways of particle starting were stated as individual, common and generous particle starting, and types of particle starting includes three types such as common-encountered type, dam-break type and landslide type. Furthermore, the formation processes may be divided into three kinds of the stage, such as solid particle starting stage, refined and accumulated mixture stage and formation stage of two-phase flows. Therefore, the dynamical characteristics responding to three kinds of the stages have been revealed, and the sequencings for water flowing intensity are dam-break type's debris flow, common-encountered type's debris flow and landslide type's debris flow. These results not only enrich the subject of debris flow dynamics, but also benefit the disaster prevention and mitigation of debris flows.
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