院报 ›› 2019, Vol. 36 ›› Issue (10): 94-99.DOI: 10.11988/ckyyb.20190869

• 堤防工程安全运行与监测预警 • 上一篇    下一篇

基于GNSS/INS紧耦合的水陆地形三维一体化崩岸监测技术

冯国正1, 刘世振2, 李艳1, 彭畅1, 杨秀川1, 陈细润1, 龙洪1   

  1. 1.长江水利委员会水文局 长江上游水文水资源勘测局,重庆 400020;
    2.长江水利委员会水文局 河道勘测管理处,武汉 430010
  • 收稿日期:2019-06-03 出版日期:2019-10-01 发布日期:2019-10-21
  • 通讯作者: 刘世振(1979-),男,安徽池州人,高级工程师,硕士,主要从事河道管理、测绘技术方面的研究。E-mail:617960476@qq.com
  • 作者简介:冯国正(1983-),男,内蒙古鄂尔多斯人,高级工程师,硕士,主要从事河道测绘、崩岸监测方面的研究。E-mail:81323008@qq.com
  • 基金资助:
    国家重点研发计划项目(2017YFC1502604)

A Bank Collapse Monitoring Technology Integrating 3D Landand Water Based on GNSS/INS Tight Coupling

FENG Guo-zheng1, LIU Shi-zhen2, LI Yan1, PENG Chang1, YANG Xiu-chuan1, CHEN Xi-run1, LONG Hong1   

  1. 1.Upper Changjiang River Bureau of Hydrological and Water Resources Survey, Bureau of Hydrology,Changjiang Water Resources Commission, Chongqing 400020, China;
    2.Management Bureau of RiverChannel Survey, Bureau of Hydrology, Changjiang Water Resources Commission, Wuhan 430010, China
  • Received:2019-06-03 Online:2019-10-01 Published:2019-10-21

摘要: 为解决崩岸地形监测中水陆地形分别测绘及水陆地形三维监测系统时空配准技术难题,提出利用GNSS(Global Navigation Satellite System)与INS(Inertial Navigation System)组合导航系统后处理的紧耦合数据,进行崩岸水陆地形三维监测数据时间匹配、空间归算。经误差分析,GNSS与INS紧耦合导航定位精度均<2 cm,经实例数据精度评定,陆域测点三维分量的误差<10 cm,水域测点测深的误差<15 cm,满足崩岸监测精度要求。基于GNSS/INS紧耦合水陆地形三维一体化崩岸监测系统可获得精准、高效、安全的崩岸监测数据,可广泛用于通航河段崩岸监测,为崩岸监测提供新的技术方案。

关键词: 崩岸监测, 三维一体化, GNSS/INS紧耦合, 组合导航, 时空配准

Abstract: In order to solve the technical problem of space-time registration of ship-borne multi-sensor land-water three-dimensional monitoring system and separate surveying and mapping of land-water topography in landslide monitoring, we propose to use the tight-coupled data post-processed by GNSS(Global Navigation Satellite System) and INS(Inertial Navigation System) integrated navigation system to match time and calculate space of land-water three-dimensional monitoring data in landslide monitoring. Accurate, efficient and safe acquisition of monitoring data of bank collapse is realized. Error analysis demonstrates that the positioning accuracy of GNSS and INS integrated navigation is better than 2 cm. Test data show that the median error of land survey points is better than 10 cm, and that of water survey points is better than 15 cm, which meets the requirement of bank collapse monitoring accuracy. The 3D integrative bank collapse monitoring system with tightly coupled GNSS and INS can be extensively applied to bank collapse monitoring in navigation segment and provides new technical programme as it can obtain precise, highly efficient, and safe monitoring data.

Key words: bank collapse monitoring, three-dimensional integration, GNSS/INS tight coupling, integrated navigation, spatio-temporal registration

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