首页 | 本学科首页   官方微博 | 高级检索  
     

大黑汀水库主坝坝基21~#坝段量水堰异常值原因分析
引用本文:赵利锋,苏春荣,高彦国,周世虎.大黑汀水库主坝坝基21~#坝段量水堰异常值原因分析[J].水利水电技术,2014,45(8):52.
作者姓名:赵利锋  苏春荣  高彦国  周世虎
作者单位:(水利部海委引滦工程管理局,河北唐山064300)
摘    要:大黑汀水库主坝坝基21#坝段量水堰在运行过程中,监测测值出现异常偏大值,超过历史最大值一倍多。通过监测系统测试,现场及监测资料检查,采用统计模型回归分析、环境量过程线分析,并结合水平位移和垂直位移资料分析,全面解析量水堰异常偏大值产生的原因,得出结论:21#坝段量水堰异常值是由气温、水位以及监测特殊坝段等多种因素共同影响引起的,符合混凝土重力坝坝体正常运行规律,不存在破坏性渗漏。

关 键 词:安全监测  渗流监测  量水堰  资料分析  混凝土重力坝  大黑汀水库  
收稿时间:2013-10-30

Analysis on causation of abnormal value of measuring weir at dam-block No.21 of foundation for dam of Daheiting Reservoir
ZHAO Lifeng,SU Chunrong,GAO Yanguo,ZHOU Shihu.Analysis on causation of abnormal value of measuring weir at dam-block No.21 of foundation for dam of Daheiting Reservoir[J].Water Resources and Hydropower Engineering,2014,45(8):52.
Authors:ZHAO Lifeng  SU Chunrong  GAO Yanguo  ZHOU Shihu
Affiliation:(Administration of the Luanhe Diversion Project, H.R.C., MWR., Tangshan064300, Hebei,China)
Abstract:During the operation of the measuring weir at the dam-block No.21 of the foundation for the dam of Daheiting Reservoir, a larger abnormal value of the monitoring measurement appears, which is more than one times of the largest one in the history. Through the testing on the monitoring system and the check-up on the in situ and monitoring data, the causation of the abnormal value is fully analyzed in combination with the data of the horizontal and vertical displacements on the basis of the statistical model regression analysis and the analysis on the changing process line of environment variables. It is concluded that the abnormal value is caused by the common impacts from several factors such as air temperature, water level, special monitored dam block, etc., and then accords with the normal operation law of concrete gravity without any destructive seepages therein.
Keywords:safety monitoring  seepage monitoring  measuring weir  data analysis  concrete gravity dam  Daheiting Reservoir  
本文献已被 CNKI 等数据库收录!
点击此处可从《水利水电技术》浏览原始摘要信息
点击此处可从《水利水电技术》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