
基本信息:
- 专利标题: 基于变形的拱坝运行期实时安全监控阈值确定方法
- 申请号:CN201910449942.0 申请日:2019-05-28
- 公开(公告)号:CN110374047B 公开(公告)日:2020-05-05
- 发明人: 周秋景 , 刘毅 , 张国新 , 程恒 , 雷峥琦 , 徐秀鸣 , 邱永荣 , 杨波 , 江晨芳 , 金鑫鑫 , 赵泽湖 , 刘瑞强 , 吴龙珅 , 张家豪 , 高宇欣
- 申请人: 中国水利水电科学研究院
- 申请人地址: 北京市海淀区复兴路甲1号
- 专利权人: 中国水利水电科学研究院
- 当前专利权人: 中国水利水电科学研究院
- 当前专利权人地址: 北京市海淀区复兴路甲1号
- 代理机构: 成都方圆聿联专利代理事务所
- 代理人: 李鹏
- 主分类号: E02B1/00
- IPC分类号: E02B1/00 ; E02B7/12 ; G06F17/18
The invention relates to a deformation-based real-time safety monitoring threshold determination method in an arch dam running period. The deformation-based real-time safety monitoring threshold determination method comprises the steps of building a mesh model for reflecting structure main characteristic; performing deformation value separation to obtain a water pressure deformation component; reflecting a dam structure material parameter; performing full-dam full-process simulation analysis, forecasting and developing dam deformation under conditions of a water level, a temperature, dam shoulder and creep within a certain time; performing water level, temperature, dam shoulder deformation and creep single factor deformation influence analysis by simulation analysis to obtain a deformationdevelopment rule; obtaining dam deformation under an actual condition by an interpolation algorithm according to the actual water level, the temperature, the dam shoulder deformation and the creep and by developing the water level, the temperature, the dam shoulder deformation and the creep; determining a deformation allowable fluctuation range according to monitoring and calculation deformation;and finally, obtaining the real-time deformation monitoring threshold. By the deformation-based real-time safety monitoring threshold determination method, the dam deformation is accurately forecasted, favorable explanation of a physical mechanism is achieved, meanwhile, the real-time dynamic change of an index is monitored, and real-time and accurate monitoring can be achieved.
公开/授权文献:
- CN110374047A 基于变形的拱坝运行期实时安全监控阈值确定方法 公开/授权日:2019-10-25
IPC结构图谱:
E | 固定建筑物 |
--E02 | 水利工程;基础;疏浚 |
----E02B | 水利工程 |
------E02B1/00 | 一般水利工程的设备、装置或方法 |