首页 | 本学科首页   官方微博 | 高级检索  
     

乐昌峡水库鹅公带滑坡体滑坡涌浪影响研究
引用本文:黄智敏,付 波,钟勇明,陈卓英.乐昌峡水库鹅公带滑坡体滑坡涌浪影响研究[J].水资源与水工程学报,2013,24(5):215-218.
作者姓名:黄智敏  付 波  钟勇明  陈卓英
作者单位:广东省水利水电科学研究院,广东省水动力学应用研究重点实验室,广东广州510635
摘    要:鹅公带滑坡体位于乐昌峡水库库区上游约1.3 km的右岸侧,库区河道狭窄,滑坡涌浪会对库区岸坡和挡水大坝等产生明显不利的影响。根据鹅公带滑坡体分布的特点,对其滑坡涌浪影响进行水力模型试验,模拟了滑坡体的下滑过程和滑坡速度,对滑坡涌浪的浪高、漫坝涌浪水量、挡水大坝的涌浪动水压强等特性进行分析,成果可供工程设计和运行参考。

关 键 词:滑坡体  滑坡涌浪  浪高  动水压强  试验研究
收稿时间:2013/3/20 0:00:00
修稿时间:2013/5/23 0:00:00

Research on effect of landslide surge of Egongdai landslide body in Lechangxia reservoir
HUANG Zhimin,FU Bo,ZHONG Yongming and CHEN Zhuoying.Research on effect of landslide surge of Egongdai landslide body in Lechangxia reservoir[J].Journal of water resources and water engineering,2013,24(5):215-218.
Authors:HUANG Zhimin  FU Bo  ZHONG Yongming and CHEN Zhuoying
Affiliation:( Guangdong Provincial Key Laboratory of Hydrodynamics, Guangdong Research Institute of Water Resources and Hydropower, Guangzhou 510635, China )
Abstract:Egongdai landslide body is located in the upstream 1.3 km of right bank of Lechangxia reservoir area, the river of reservoir area is narrow, the landslide surge will obviously produce bad effects on the reservoir bank slope and water - retaining dam ect. According to the distribution characteristics of Egongdai landslide body , the article carried out the hydraulic model test of landslide surge, simulated landslide process and speed, and analyzed the characteristics of landslide surge wave height, overtopping surge water, and surge dynamic water pressure intensity. The result can provide reference for the design and operation of project.
Keywords:landslide body  landslide surge  surge height  pressure intensity of dynamic water  experiment
本文献已被 CNKI 维普 等数据库收录!
点击此处可从《水资源与水工程学报》浏览原始摘要信息
点击此处可从《水资源与水工程学报》下载全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号