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GPS技术用于监测大城市三维形变
引用本文:刘大杰,施一民.GPS技术用于监测大城市三维形变[J].同济大学学报(自然科学版),1997,25(2):176-181.
作者姓名:刘大杰  施一民
作者单位:同济大学测量与国土信息工程系!上海,200092
基金项目:国家自然科学基金!493710491
摘    要:城市地面的不均匀沉降或三维形变是一种对大城市危害极大的环境灾害,文中进一步探讨应用GPS卫星定位技术监测这种三维形变的可行性和有关问题。讨论GPS分期监测的数据处理的理论和方法,论证所采用的平差模型和基准方程的合理性,并说明基准方程的几何意义,通过对一个GPS形变监测试验网的计算,说明文中所采用和平差模型能够较好地解决不同期观测的尺度和方位偏差问题,GPS监测的平面精度可达2-3mm,高程精度可达

关 键 词:GPS监测网  三维形变  基准方程  平差模型  城市

Application of GPS to Metropolis 3D Deformation Monitoring
Liu Dajie, Shi Yimin, Yu Xiaohong.Application of GPS to Metropolis 3D Deformation Monitoring[J].Journal of Tongji University(Natural Science),1997,25(2):176-181.
Authors:Liu Dajie  Shi Yimin  Yu Xiaohong
Abstract:Based on the fundamental of extended rank defect adjustment, theauthors presented data processing theory and methodology of GPS monitoringnetworks. The reasonableness of adjustment models and datum equations usedwere also proved. Through the calculation and analysis of a smallscale GPSmonitoring test network, the authors meant to illustrate that the adjustmentmodel could be used to solve the problems about scale and orientetion deviation inthe different observation phases. The horizontal precision could reach 2~3mm, andvertical precision was about 5mm. All the results proved that GPS could be used inmetropolis 3D deformation monitoring.
Keywords:GPS monitoring test network  3D deformation  Datum equations  Adjustment models
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