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论文摘要

泥石流堵塞大河的特点及异岸受灾判据研究

Study on Features of River-blocked by Debris Flow and Criterion of Disaster at the Opposite River Bank

作者:刘翠容(西南交通大学 土木工程学院);姚令侃(西南交通大学 土木工程学院)

Author:Liu Cuirong(School of Civil Eng., Southwest Jiaotong Univ.);Yao Lingkan(School of Civil Eng., Southwest Jiaotong Univ.)

收稿日期:2012-04-16          年卷(期)页码:2012,44(5):93-100

期刊名称:工程科学与技术

Journal Name:Advanced Engineering Sciences

关键字:大河;局部堵塞;堵塞系数;受灾判据

Key words:great river;local blocking;block coefficient;disaster criterion

基金项目:国家“973”计划资助项目(2011CB409902); 铁道部科技研究开发计划课题(2011G011-A);中央高校基本科研业务费专项资金资助项目(2009BR272)

中文摘要

研究了典型堵河事件,提出了泥石流堵塞大河的特点:存在全堵、壅堵和局部堵塞3种堵河模式;局部堵塞是最普遍的堵河形式;高速水流冲刷异岸,或迫使主河改道而成灾是泥石流局部堵塞大河的主要成灾模式之一。针对这种成灾模式运用数值模拟方法分析主河在不同堵塞系数时的水流流场,基于信息熵原理分析主河流场有序度,得出当堵塞系数R为0.80~0.90时,主河流场熵值急剧下降,且此时流速也大,把堵塞系数R>0.80作为泥石流局部堵河异岸受灾判据。通过岷江流域银杏至映秀段泥石流堵河实例验证,表明数值模拟结果与实际情况吻合,泥石流局部堵河异岸受灾判据可行,为制定泥石流堵河灾害减灾对策提供科学依据。

英文摘要

The typical river-blocked case was studied. The features of the river-blocked by debris flow were proposed, such as total blocking, obstruct blocking, and local blocking.The local blocking is the most widespread type. One of the disaster modes caused by the local blocking is the river diversion due to the scouring of the opposite bank by the river flow with high velocity.The flow field of the main river with different block coefficients was analyzed by the numerical simulation method according to this disaster type.The order degree of the main river was studied based on information entropy principle. When the block coefficient R is in the range of 0.8 to 0.9,the entropy of the main river decreases rapidly, and the velocity of the water flow is fast.The block coefficient,R>0.80,was taken as the criterion of the local blocking of the river by the debris flow.The simulation was verified by the river-blocked event caused by the debris flow along Minjiang River between Yinxing to Yingxiu section, and the the results were in good agreement with the field data.

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