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沟道侵蚀型泥石流起动临界条件研究进展
Alternative TitleProgress in study of mechanism and critical condition for initiation
王涛1,2; 陈宁生1,2; 邓明枫1,2; 杨成林1,2
Corresponding Author王涛
2014
Source Publication泥沙研究
ISSN0468-155X
Volume01Issue:02Pages:75-80
Abstract沟道侵蚀型泥石流是泥石流的主要类型之一,研究其起动机理和起动临界条件有助于泥石流治理和预警预报。虽然多年来对沟道侵蚀型泥石流的起动研究有了一些成果,但目前对其起动机理的认识还存在局限,现有起动临界条件计算方法也不成熟,在很大程度上制约了防灾减灾的进展。为深入研究沟道侵蚀型泥石流的形成机理和起动临界条件计算方法,回顾了国内外学者在相关领域的研究成果,系统总结了沟道侵蚀型泥石流起动研究现状,并对沟道侵蚀型泥石流未来研究方向做出展望。
Other AbstractThe debris flow due to bed failure is one of the main types of debris flows,and the study of the mechanism and critical condition for initiation of debris flows is beneficial to prevention and early warning of debris flows. Although some progresses have been made on the subject in recent years,the development of effective measures for disaster prevention and early warning has been hampered by the lack of understanding of basic mechanism and suitable methods for critical condition of debris flows initiation. Recent progress in the study of mechanism and critical condition for initiation of debris flows due to bed failure is systemacally reviewed. The current state of research on mechanism and critical condition for initiation of debris flows due to bed failure is systemacally summarized. Future prospects of research on the subject are put forward at last.
Keyword沟道侵蚀型泥石流 泥石流起动 机理 临界条件 研究进展
Subject Area地球科学 ; 自然地理学
DOI10.16239/j.cnki.0468-155x.2014.02.003
Indexed ByCSCD ; 北大中文核心
Language中文
CSCD IDCSCD:5132996
Funding Organization“十二五”国家科技支撑计划项目(2011BAK12B02) ; 中国科学院水利部成都山地灾害与环境研究所“一三五”方向性项目(sds-135-1202-02)
Citation statistics
Cited Times:4[CSCD]   [CSCD Record]
Document Type期刊论文
Identifierhttp://ir.imde.ac.cn/handle/131551/17787
Collection山地灾害与地表过程重点实验室
Affiliation1.中国科学院水利部成都山地灾害与环境研究所
2.中国科学院山地灾害与地表过程重点实验室
First Author Affilication中国科学院水利部成都山地灾害与环境研究所
Recommended Citation
GB/T 7714
王涛,陈宁生,邓明枫,等. 沟道侵蚀型泥石流起动临界条件研究进展[J]. 泥沙研究,2014,01(02):75-80.
APA 王涛,陈宁生,邓明枫,&杨成林.(2014).沟道侵蚀型泥石流起动临界条件研究进展.泥沙研究,01(02),75-80.
MLA 王涛,et al."沟道侵蚀型泥石流起动临界条件研究进展".泥沙研究 01.02(2014):75-80.
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