首页 | 本学科首页   官方微博 | 高级检索  
     检索      

三峡库区重庆段塌岸预测研究
引用本文:姚佳,许强,汤明高.三峡库区重庆段塌岸预测研究[J].地质灾害与环境保护,2006,17(1):95-100.
作者姓名:姚佳  许强  汤明高
作者单位:成都理工大学环境与土木工程学院,成都,610059
摘    要:三峡水库蓄水将会引起库区两岸变形再造,为了研究重庆段库岸塌岸变形,通过对重庆段重点库岸段的详细地质调查,总结出重庆库岸段存在如下三种主要的塌岸模式:冲蚀磨蚀型、坍(崩)塌型、滑移型;其中冲蚀磨蚀型约占调查总长的54%,坍(崩)塌型约占42%,滑移型仅占4%左右。在调查的基础上,针对不同的库岸塌岸模式和岸坡结构,采用不同的塌岸预测方法和预测参数开展了重庆段重点库岸段的塌岸预测,得出重庆段80%的库岸再造范围在20 m以内,而再造变形范围大于20 m的库岸段大多表现为滑移型。以上为重庆段库岸塌岸的防治措施提供了理论依据。

关 键 词:塌岸地质  预测参数  塌岸模式  塌岸方法  防治措施
文章编号:1006-4362(2006)01-0095-06
收稿时间:2005-12-30
修稿时间:2005-12-302006-02-22

STUDY ON FORECASTING OF CHONGQING SEGMENT IN THREE GORGES RESERVOIR
YAO Jia,XU Qiang,TANG Ming-gao.STUDY ON FORECASTING OF CHONGQING SEGMENT IN THREE GORGES RESERVOIR[J].Journal of Geological Hazards and Environment Preservation,2006,17(1):95-100.
Authors:YAO Jia  XU Qiang  TANG Ming-gao
Institution:National Laboratory of Geological Hazard Prevention and Geological environment Protection, Chengdu University of Technology,Chengdu 610059,China
Abstract:Bank collapsing of reservoir will happen after three gorges reservoir impounds.In order to study bank-collapsing,the geology about bank-collapsing of Chongqing segment is investigated.It is sum up that three main bank-collapsing types: wash and abrasion type,soil collapse(rock sliding) type,slope type,and the length of wash and abrasion type mainly occupies 54%,soil collapse(rock sliding) type mainly occupies 42%,and slope type is only 4%.Base on investigation,in view of different bank-collapsing types and different riverbank structures,corresponding bank-collapse forecasting method and parameters is adopted.The forecasting result shows that total length of bank-collapsing zone less than 20m is about 80%,and zone of bank-collapsing of slope is mostly more than 20m.All these are helpful to frame an treatment measure for the bank-collapsing in Cchongqing segment.
Keywords:geology about bank-collapsing  forecasting parameters  bank-collapsing types  forecasting method  prevention and control  
本文献已被 CNKI 维普 万方数据 等数据库收录!
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