基于聚类分析的变形监测网拟稳点稳定性数学模型  

Clustering Analysis-based Mathematical Model for Testing Quasi-stable Point Stability of Deformation Monitoring Network

作　　者：兰孝奇[1] 葛恒年[1] 黄晓时[1] 严红萍[1] 

机构地区：[1]河海大学土木工程学院,江苏省南京市210098

出　　处：《水电自动化与大坝监测》2006年第3期53-55,共3页HYDROPOWER AUTOMATION AND DAM MONITORING

摘　　要：提出了基于聚类分析方法确定全球定位系统(GPS)变形监测网拟稳点稳定性的数学模型, 用以解决GPS变形监测网平差的基准问题。结合某大坝GPS变形监测网的3期观测数据,对 GPS变形监测网拟稳点的相对稳定性进行了聚类分析。计算结果表明,提出的数学模型是可行和可靠的。A mathematical model based on clustering analysis for testing the stability of quasi-stable points is put forward to solve the datum problem of GPS deformation monitoring network adjustment. With the data of three observation periods from the GPS deformation monitoring network of a dam, the clustering analysis is conducted on the relative stability of quasi-stable points of the network. The calculation results show that the mathematical model is feasible and reliable.

关 键 词：变形监测网 拟稳点 稳定性 聚类分析 

分 类 号：TV698.1[水利工程—水利水电工程]