陈优良,卞焕,肖钢,朱倩,李远文

• 1:江西理工大学建筑与测绘工程学院
• 2:广东省有色地质测绘院

摘要(Abstract)：

针对测量机器人在矿山边坡变形监测中受大气折射光、温度、湿度等因素的影响,监测数据精度低的问题,该文提出一种自动极坐标二次基准差分改正方法,并建立差分模型,采用面向对象程序设计语言实现了该模型并研发了原型系统,应用在某矿山边坡安全监测中。通过原型系统控制测量机器人,对矿山边坡进行实时、动态的远程在线变形监测,结合矿山基准网,自动改正监测点的距离、高差、方位角,消除气象因素和仪器误差对测量结果的影响,精确地获取边坡监测点三维坐标值,快速掌握变形体空间变化特征。结果表明,监测点的斜距和高差改正结果与已知值差值的绝对值都小于1 mm;水平方向上的差分改正结果与已知值差值的绝对值小于0.5″,较之于未使用二次基准差分改正所处理的计算结果,既提升了测量精度,也降低了观测难度。

关键词(KeyWords)： 自动极坐标;差分改正;矿山边坡;测量机器人;变形监测

Abstract:

Keywords:

基金项目(Foundation): 江西省教育厅科技项目(GJJ170522);; 国家大坝安全工程技术研究中心开放基金项目(CX2019B07)

作者(Author): 陈优良,卞焕,肖钢,朱倩,李远文

DOI: 10.16251/j.cnki.1009-2307.2020.08.006

参考文献(References)：

• [1] 杨晓玉.测量机器人在矿区地表动态变形监测中的应用[J].煤矿安全,2016,47(5):137-140.(YANG Xiaoyu.Application of measurement robot in surface dynamic deformation monitoring of mining area[J].Safety in Coal Mines,2016,47(5):137-140.)
• [2] 拓万兵,吴凤民.测量机器人点位坐标球心拟合方法[J].测绘科学,2018,43(5):133-137.(TUO Wanbing,WU Fengmin.Spherical center fitting of the measurement robot’s point coordinate[J].Science of Surveying and Mapping,2018,43(5):133-137.)
• [3] FRUNEAU B,ACHACHE J,DELACOURT C.Observation and modelling of the Saint-étienne-de-Tinée landslide using SAR interferometry[J].Tectonophysics,1996,265(3/4):181-190.
• [4] 张文雅.差分改正法在高边坡位移监测中的应用[J].地下水,2014,36(1):156-157,160.(ZHANG Wenya.Application of differential correction method in high slope displacement monitoring[J].Ground Water,2014,36(1):156-157,160.)
• [5] 吴景勤.自动极坐标实时差分监测系统在滑坡区大坝外部变形监测中的应用[J].地质灾害与环境保护,2005,16(2):215-219.(WU Jingqin.Application of automatic polar real-time difference systemto outer deformation monitoring of dams[J].Journal of Geological Hazards and Environment Preservation,2005,16(2):215-219.)
• [6] 刘运明.自动极坐标实时差分监测技术在地铁隧道结构变形监测中的应用[J].测绘通报,2016(1):99-103.(LIU Yunming.Application of automatic polar real-time difference monitoring technology in the deformation monitoring of metro tunnel structure[J].Bulletin of Surveying and Mapping,2016(1):99-103.)
• [7] 陈优良,卞焕,虞列沛,等.基于测量机器人的露天矿边坡变形在线分析与预测[J].有色金属科学与工程.2018,9(6):72-80.(CHEN Youliang,BIAN Huan,YU Liepei,et al.Online analysis and prediction of open pit slope based on measuring robot[J].Nonferrous Metal Science and Engineering,2018,9(6):72-80.)
• [8] 徐忠阳,张良琚,包欢,等.自动极坐标实时差分监测系统及其在大坝外部变形监测中的应用[J].测绘通报,2001(9):28-30.(XU Zhongyang,ZHANG Liangju,BAO Huan,et al.Automatic polar real-time difference system and it’s application to outer deformation monitoring of dams[J].Bulletin of Surveying and Mapping,2001(9):28-30.)
• [9] 吴战广,张献州,张瑞,等.基于物联网三层架构的地下工程测量机器人远程变形监测系统[J].测绘工程,2017,26(2):42-47,51.(WU Zhanguang,ZHANG Xianzhou,ZHANG Rui,et al.The system of remote deformation monitoring for measuring robot in underground engineering based on three layers of Internet of things[J].Engineering of Surveying and Mapping,2017,26(2):42-47,51.)
• [10] 张文,黄声享,李洋洋.基于测量机器人的自动化变形监测系统设计与实现[J].测绘工程,2018,27(2):37-41.(ZHANG Wen,HUANG Shengxiang,LI Yangyang.Design and implementation of automatic deformation monitoring system based on georobot[J].Engineering of Surveying and Mapping,2008,27(2):37-41.)
• [11] 王建华,胡亚轩,高勤生,等.全站仪水平距离的归算及在精密测量中的应用[J].测绘科学,2011,36(6):222-223,206.(WANG Jianhua,HU Yaxuan,GAO Qinsheng,et al.Correction and application of the horizontal distance observed with total station[J].Science of Surveying and Mapping,2011,36(6):222-223,206.)
• [12] 王登杰,田文宝.基于差分技术的基坑位移监测方法研究[J].工程勘察,2015,43(2):79-84.(WANG Dengjie,TIAN Wenbao.Study of foundation pit deformation measurement method basing on differential technology[J].Geotechnical Investigation & Surveying,2015,43(2):79-84.)
• [13] 徐茂林,张贺,李海铭,等.基于测量机器人的露天矿边坡位移监测系统[J].测绘科学,2015,40(1):38-41.(XU Maolin,ZHANG He,LI Haiming,et al.Open-pit slope displacement monitoring system based on measurement robot[J].Science of Surveying and Mapping,2015,40(1):38-41.)