|本期目录/Table of Contents|

[1]华璐,王平义,柘山川,等.河道型水库滑坡涌浪漫坝特性*[J].中国安全生产科学技术,2023,19(3):87-92.[doi:10.11731/j.issn.1673-193x.2023.03.013]
 HUA Lu,WANG Pingyi,ZHE Shanchuan,et al.Characteristics of landslide-generated impulse waves overtopping at a dam in the river-type reservoir[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2023,19(3):87-92.[doi:10.11731/j.issn.1673-193x.2023.03.013]
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河道型水库滑坡涌浪漫坝特性*
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《中国安全生产科学技术》[ISSN:1673-193X/CN:11-5335/TB]

卷:
19
期数:
2023年3期
页码:
87-92
栏目:
职业安全卫生管理与技术
出版日期:
2023-03-31

文章信息/Info

Title:
Characteristics of landslide-generated impulse waves overtopping at a dam in the river-type reservoir
文章编号:
1673-193X(2023)-03-0087-06
作者:
华璐王平义柘山川宋迪王梅力田野
(1.重庆交通大学 国家内河航道整治工程技术研究中心,重庆 400074;
2.重庆交通大学 建筑与城市规划学院,重庆 400074)
Author(s):
HUA Lu WANG Pingyi ZHE Shanchuan SONG Di WANG Meili TIAN Ye
(1.National Engineering Technology Research Center for Inland Waterway Regulation,Chongqing Jiaotong University,Chongqing 400074,China;
2.School of Architecture and Urban Planning,Chongqing Jiaotong University,Chongqing 400074,China)
关键词:
滑坡涌浪重力坝漫坝首浪振幅
Keywords:
landslide wavegravity damdam overtoppingfirst wave amplitude
分类号:
X951
DOI:
10.11731/j.issn.1673-193x.2023.03.013
文献标志码:
A
摘要:
为探究山区河道型水库中,滑坡涌浪产生的冲击波对重力坝漫坝的影响,运用三维物理模型试验方法,探究近坝库区滑坡涌浪冲击波到达坝前时,坝前首浪最大振幅与涌浪漫坝体积的关系。结果显示,坝前首浪振幅沿坝体两岸向中间减小,坝段中心容易出现最小值;漫坝体积随首浪振幅的增加而增大。研究结果表明:坝前首浪最大振幅与涌浪漫坝体积两者呈正相关关系,漫坝体积受滑坡体角度与滑坡体积影响显著,进而构建漫坝体积计算方法。研究结果能够为大坝安全评估提供一定参考依据。
Abstract:
In order to explore the influence of the landslide-generated impulse waves overtop the gravity dam in the mountainous river-type reservoir,the three-dimensional physical model test method is used to explore the relationship between the maximum amplitude of the first waves in front of the dam and dam overtopping volume when the landslide-generated impulse waves reach the dam in the near dam reservoir area.Research shows that the amplitude of the first waves in front of the dam decreases along the two sides to the middle,and the minimum value easily appears in the centre of the dam section.Dam overtopping volume increases with the increase of the amplitude of the first waves in front of the dam.The research results show that the maximum amplitude of the first waves in front of the dam is positively correlated with the dam overtopping volume,the overtopping volume is significantly affected by the angle of the landslide body and the landslide volume,and the calculation method of the overtopping volume is constructed.The research results can provide some reference for dam safety assessment.

参考文献/References:

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相似文献/References:

[1]牟萍,王平义,韩林峰,等.滑坡涌浪灾害物理模型试验研究综述[J].中国安全生产科学技术,2020,16(1):43.[doi:10.11731/j.issn.1673-193x.2020.01.007]
 MU Ping,WANG Pingyi,HAN Linfeng,et al.Review on research about disaster of landslidegenerated impulse waves based on physical model experiment approach[J].JOURNAL OF SAFETY SCIENCE AND TECHNOLOGY,2020,16(3):43.[doi:10.11731/j.issn.1673-193x.2020.01.007]

备注/Memo

备注/Memo:
收稿日期: 2022-08-02
* 基金项目: 重庆市自然科学基金面上项目(cstc2021jcyj-msxmX0667,CSTB2022NSCQ-MSX1556);重庆市社会科学规划项目(2021BS064)
作者简介: 华璐,硕士研究生,主要研究方向为滑坡涌浪灾害及防灾减灾。
通信作者: 王平义,博士,教授,主要研究方向为水力学及河流动力学。
更新日期/Last Update: 2023-04-12