[1]白彦波,余鹏程,李渝生.龚咀电站水库塌岸模式研究[J].水土保持研究,2006,13(06):268-270.
BAI Yan-bo,YU Peng-cheng,LI Yu-sheng.Study on the Collapse Bank Pattern of Gongzui Reservoir Hydropower Station[J].Research of Soil and Water Conservation,2006,13(06):268-270.
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《水土保持研究》[ISSN:1005-3409/CN:61-1272/P]
卷:
13
期数:
2006年06期
页码:
268-270
栏目:
出版日期:
1900-01-01
- Title:
-
Study on the Collapse Bank Pattern of Gongzui Reservoir Hydropower Station
- 作者:
-
白彦波, 余鹏程, 李渝生
-
成都理工大学环境与土木工程学院, 成都, 610059
- Author(s):
-
BAI Yan-bo, YU Peng-cheng, LI Yu-sheng
-
College of Environment and Engineering, Chengdu University of Technology, Chengdu 610059, China
-
- 关键词:
-
塌岸模式; 稳定坡角; 边岸再造
- Keywords:
-
bank collapses pattern; stable angle of slope; the bank reconstruction
- 分类号:
-
TV741
- 摘要:
-
利用已运行多年的山区型水库地质勘探、预测评价成果,在掌握库岸防护工程的勘察设计、施工及变形坡体的监测等技术资料的基础上,通过对塌岸及变形的分布、类型及形成条件等方面问题的实测调查,分析塌岸效应的形成机制及模式类型,确定各类岩土体的水下及水上稳定坡角等塌岸参数。
- Abstract:
-
Based on the reservoir bank protection project,the reconnaissance design,the construction,distortion slope body technical and so on,and according to the ecological prospecting and the forecast appraisal achievement of mountainous area reservoir runned for many years,through actual investigation of the collapses of the bank,the distribution distortion,the types and forming conditions,the collapses formation mechanism of the bank and the types of the pattern are analyzed,and of the bank collapsing parameter of each kind of gneiss under and above water stable angle of slope and so on are confirmend.
参考文献/References:
[1] 张奇华, 丁秀丽, 张杰, 等.三峡库区奉节河段库岸蓄水再造研究[J].岩石力学与工程学报, 2002, 21(7):1007-1012.
[2] 张倬元, 王仕天, 王兰生.工程地质分析原理(第二版)[M].北京:地质出版社, 1994.
[3] 左建, 郭成久, 等.水利工程地质[M].北京:中国水利水电出版社, 2004.
更新日期/Last Update:
1900-01-01