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堰塞坝溃决特征和机理的试验研究

张健楠 余斌 张惠惠

人民黄河Issue(10):48-51,4.
人民黄河Issue(10):48-51,4.DOI:10.3969/j.issn.1000-1379.2014.10.015

堰塞坝溃决特征和机理的试验研究

Experimental Study on the Character and Mechanism of Dam-Break

张健楠 1余斌 2张惠惠1

作者信息

  • 1. 成都理工大学 地质灾害防治与地质环境保护国家重点实验室,四川 成都 610059
  • 2. 四川地矿局 915 地质队,四川 眉山 620010
  • 折叠

摘要

Abstract

A large number of dams are induced by the earthquake in the debris flow gully within the earthquake area during the Wenchuan earth-quake. These dams will be broken by flood and form debris flows easily. It is very important to studied the critical condition of dam-break. This pa-per studied on the critical discharge of dam-break of different particle distribution,and the discharge of downstream of dam by the experiments of critical broken of no compactness dam. The main results are as follows:a)The critical discharge increases with the increasing of the middle grain size of particle D50;When the D50 is the same,the critical discharge decreases with the increasing of asymmetrical coefficient Cu ,and the critical discharge is a constant when Cu > 50. These results are obtained from the experiments of without broken mouth;b)In the upstream flow is only reservoir water outburst after the flow of small number of cases,burst after the peak flow is mainly composed of reservoir water decision.

关键词

堰塞体/水槽试验/溃决过程/颗粒级配/不均匀系数

Key words

barrier dam/flume experiment/breaching process/particle distribution/Cu

分类

建筑与水利

引用本文复制引用

张健楠,余斌,张惠惠..堰塞坝溃决特征和机理的试验研究[J].人民黄河,2014,(10):48-51,4.

基金项目

国家自然科学基金资助项目(41372366)。 ()

人民黄河

OA北大核心

1000-1379

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