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出 处:《同济大学学报(自然科学版)》2007年第12期1695-1698,共4页Journal of Tongji University:Natural Science
基 金:现代工程测量国家测绘局重点实验室开放基金资助项目(ES-SBSM-(06)-01)
摘 要:考虑到GPS大坝变形监测网的特殊性,提出了以站心地平坐标系为参考坐标系的GPS大坝三维变形监测网的数据处理模型;提出了应用模糊数学中的聚类分析方法对拟稳点(或固定基准点)的相对稳定性进行检验的数学模型;提出了平差采用拟稳平差的方法.用VB语言开发了GPS大坝三维变形监测网的数据处理软件系统,并对某大坝GPS变形监测网的三期观测数据进行了平差计算,其结果表明,所提出的数学模型更适合于GPS大坝变形监测网的数据处理.In view of the particularity of the global positioning system (GPS) dam deformation monitoring network, a data processing model based on the station orthogonal coordinate system for threedimension GPS clam deformation monitoring network is put forward. The paper also presents a mathematical model based on the clustering analysis method in fuzzy mathematics to test the relative stability of quasi-stable points(or datum points). The adjustment method during the course of data processing is quasi-stable adjustment. A software system of three-dimension GPS dam deformation monitoring network is designed and developed with the help of Visual Basic Language. With three periods' observation data from the GPS deformation monitoring network of a dam, an adjustment calculation is conducted by the software. The calculation result shows that the mathematical models can be more suitable for the data processing in GPS dam deformation monitoring network.
关 键 词:大坝变形监测 全球定位系统(GPS) 拟稳平差 聚类分析
分 类 号:TV698.11[水利工程—水利水电工程] P228.4[天文地球—大地测量学与测量工程]
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