土石坝溃决机理模型试验研究进展

钟启明; 沈光泽; 曹伟

doi:10.13409/j.cnki.jdpme.2018.04.004

您当前的位置：

首页 >

文章列表页 >

土石坝溃决机理模型试验研究进展

“一带一路青年与岩土”专栏 | 更新时间：2025-12-11

- 土石坝溃决机理模型试验研究进展
- Review on the Model Tests for Earth-rock Dam Breach
- 防灾减灾工程学报 2018年38卷第4期页码：615-623
- 作者机构：
- 作者简介：
- 基金信息：
  
  国家重点研发计划项目课题（2017YFC0404805）;国家自然科学基金项目（51779153）;江苏省自然科学基金项目（BK20161121）资助
- DOI：10.13409/j.cnki.jdpme.2018.04.004
  中图分类号： V641;TV122.4
- 纸质出版：2018
- 稿件说明：
移动端阅览
[1]钟启明,沈光泽,曹伟.土石坝溃决机理模型试验研究进展[J].防灾减灾工程学报,2018,38(04):615-623.

钟启明, 沈光泽, 曹伟. Review on the Model Tests for Earth-rock Dam Breach[J]. 2018, 38(4): 615-623.
[1]钟启明,沈光泽,曹伟.土石坝溃决机理模型试验研究进展[J].防灾减灾工程学报,2018,38(04):615-623. DOI： 10.13409/j.cnki.jdpme.2018.04.004.

钟启明, 沈光泽, 曹伟. Review on the Model Tests for Earth-rock Dam Breach[J]. 2018, 38(4): 615-623. DOI： 10.13409/j.cnki.jdpme.2018.04.004.

摘要

大坝溃决将给人类社会带来巨大的灾难

因此国内外都很关注溃坝问题的研究。由于多数大坝均为土石坝

且土石坝是逐渐溃决的过程

而混凝土坝一般表现为瞬时溃决

因此土石坝溃决机理与溃决过程的研究对于溃坝过程数学模型的建立和致灾后果的评价具有重要的指导意义。自20世纪90年代以来

国内外学者围绕土石坝溃决机理开展了广泛深入的模型试验研究

取得了一系列重要的研究成果。分别从土石坝溃决原因、土石坝溃决机理研究进展、土石坝漫顶溃决模型试验、土石坝管涌溃决模型试验等方面介绍国内外的研究进展。重点针对土石坝坝型（均质坝、黏性心墙坝、面板堆石坝）和主要破坏模式（漫顶溃坝与管涌溃坝）

介绍国内外开展的不同尺度的溃坝模型试验

分析研究了土石坝的溃决机理

并对今后的研究工作重点提出了相关建议。

Abstract

Dam breach will bring tremendous disasters to the human society

and therefore both domestic and foreign researchers have paid close attention to this issue. Because the majority of dams are earth-rock dams

whose failure is a gradual process rather than an instantaneous failure for concrete dams. Therefore

the research on the breach mechanism and breach process of earthrock dams has significant importance for the development of numerical model for dam breaching process and the assessment of disaster consequences. Since 1990 s

scholars worldwide have conducted extensive and in-depth research on dam breach model tests

and achieved a series of important research results. This paper aimed at summarizing the research progress on the cause and mechanism of dam breach

and model tests of overtopping-and piping-induced dam breaching.Moreover

this paper focused on dam types（i. e.

homogeneous dam

clay core dam

and concrete face rockfill dam） and main failure modes（i. e.

overtopping-induced and piping-induced dam breach） of earth and rockfill dams

and dam breach model tests with different scales were introduced; furthermore

the breach mechanism of earth and rockfill dams were studied. Finally

based on the introduction of the research progress

some suggestions for future research are also made.

关键词

Keywords

references

加筋无黏性土石坝漫顶溃坝试验研究 [J]. 王秋生,王洪洋,苏瑞林. 中国水利水电科学研究院学报 . 2017(04)

均质土坝漫顶溃坝过程数学模型研究及应用 [J]. 钟启明,陈生水,邓曌. 水利学报 . 2016(12)

混凝土面板砂砾石坝漫顶溃决过程数值模拟 [J]. 陈生水,曹伟,霍家平,钟启明. 岩土工程学报 . 2012(07)

土石坝溃坝离心模型试验系统研制及应用 [J]. 陈生水,徐光明,钟启明,顾行文. 水利学报 . 2012(02)

粘土心墙坝漫顶溃坝过程离心模型试验与数值模拟 [J]. 陈生水,钟启明,曹伟. 水科学进展 . 2011(05)

堤坝溃决试验研究 [J]. 朱勇辉,Visser P J,Vrijling J K,王光谦. 中国科学:技术科学 . 2011(02)

不同粘性均质土坝漫顶溃决实体试验研究 [J]. 张建云,李云,宣国祥,王晓刚,李君. 中国科学（E辑:技术科学） . 2009(11)

溃坝问题研究综述 [J]. 王立辉,胡四一. 水利水电科技进展 . 2007(01)

沟后面板坝溃决的研究 [J]. 李君纯. 水利水运科学研究 . 1995(04)

大坝事故与安全[M]. 中国水利水电出版社 , 汝乃华,牛运光编著, 2001

溃坝水力学[M]. 山东科学技术出版社 , 谢任之编著, 1993

Measurement and modelling of an artificial coastal lagoon breach [J] . D.J. Wainwright,T.E. Baldock. Coastal Engineering . 2015

Experimental Study on the Piping Erosion Process in Earthen Embankments [J] . Yusuf A. Sharif,Mohamed Elkholy,M. Hanif Chaudhry,Jasim Imran. Journal of Hydraulic Engineering . 2015

Experimental investigation into rockfill dam failure initiation by overtopping [J] . Nasrin Javadi,Tew-Fik Mahdi. Natural Hazards . 2014 (2)

Overtopping dike-breach: effect of grain size distribution [J] . Lukas Schmocker,Pierre-Jacques Frank,Willi H. Hager. Journal of Hydraulic Research . 2014 (4)

Large-Scale Experiment and Numerical Modeling of a Riverine Levee Breach [J] . Takaharu Kakinuma,Yasuyuki Shimizu. Journal of Hydraulic Engineering . 2014

Experimental study on cascading landslide dam failures by upstream flows [J] . Gordon G. D. Zhou,P. Cui,H. Y. Chen,X. H. Zhu,J. B. Tang,Q. C. Sun. Landslides . 2013 (5)

Laboratory Experiments on the Failure of Coarse Homogeneous Sediment Natural Dams on a Sloping Bed [J] . Carlo Gregoretti,Alessandro Maltauro,Stefano Lanzoni. Journal of Hydraulic Engineering . 2010 (11)

Breach formation: Field test and laboratory experiments [J] . M.W. Morris,M.A.A.M. Hassan,K.A. Vaskinn. Journal of Hydraulic Research . 2007 (sup1)

Modeling Landslide Dambreak Flood Magnitudes: Case Study [J] . T. R. Davies,V. Manville,M. Kunz,L. Donadini. Journal of Hydraulic Engineering . 2007 (7)

A computational model of rockfill dam breaching caused by overtopping （RoDaB） [J] . M. J. Franca,A.B. Almeida. Journal of Hydraulic Research . 2004 (2)

Modeling of washout of dams [J] . Andrey L. Rozov. Journal of Hydraulic Research . 2003 (6)

Overtopping Breaching of Noncohesive Homogeneous Embankments [J] . Stephen E. Coleman,Darryl P. Andrews,M. Grant Webby. Journal of Hydraulic Engineering . 2002 (9)

浏览量

271

下载量

CSCD

文章被引用时，请邮件提醒。

提交

工具集

关联资源

循环温度荷载下管式能量桩荷载传递机理研究

能源桩-土体接触力学特征试验装置的研发与应用

富水区隧道渗漏病害虹吸排水处置方法模型试验研究

张力对大跨越输电导线Bate阻尼线防振影响研究

水平排水孔地下水位线附近淤堵机理分析