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基于低成本单频u-blox接收机的GPS/BDS定向性能分析 被引量:7

Performance Analysis of GPS/BDS Attitude Determination for Low-Cost Single-Frequency u-blox Receivers
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摘要 针对高精度GNSS定向应用场景,通过实验对比对低成本单频u-blox接收机的数据质量和解算精度。结果表明,u-blox接收机GPS、BDS观测值的信噪比略低于测量型接收机;伪距精度分别为0.91 m、0.56 m,相位精度分别为1.35 cm、1.20 cm。在静态观测环境下,u-blox的定向精度可以达到航向0.2°/m和俯仰0.4°/m;动态环境下解算结果稍差,但也可以达到航向0.3°/m和俯仰0.6°/m,略低于高成本测量型接收机单频数据的实时动态定向精度。 This paper analyzes the observation quality of the low-cost single-frequency u-blox receiver and evaluates its attitude determination precision by experimental comparison.The results,based on real data,show that the SNR of GPS,BDS observations collected by u-blox is slightly lower than a surveying receiver;pseudorange accuracies of GPS,BDS observations are 0.91 m,0.56 m,phase accuracies are 1.13 cm,1.20 cm,respectively.The orientation precision of the u-blox receiver can reach 0.2°/m and 0.4°/m of heading and pitch in a static environment,while in a dynamic environment it can reach 0.3°/m and 0.6°/m,which is slightly worse than that of the single-frequency resolution of high-cost surveying receiver.
作者 李江卫 马立烨 吴仁攀 孙伟 吴多 LI Jiangwei;MA Liye;WU Renpan;SUN Wei;WU Duo(Wuhan Institute of Surveying and Mapping,209 Wansongyuan Road,Wuhan 430022,China;School of Geodesy and Geomatics,Wuhan University,129 Luoyu Road,Wuhan 430079,China)
出处 《大地测量与地球动力学》 CSCD 北大核心 2019年第3期279-284,共6页 Journal of Geodesy and Geodynamics
基金 精密工程与工业测量国家测绘地理信息局重点实验室开放基金(PF2015-08)~~
关键词 低成本u-blox接收机 定向 抗差估计 基线长约束 low-cost u-blox receiver attitude determination robust estimation baseline length constraint
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  • 1唐卫明,孙红星,刘经南.附有基线长度约束的单频数据单历元LAMBDA方法整周模糊度确定[J].武汉大学学报(信息科学版),2005,30(5):444-446. 被引量:65
  • 2何秀凤,徐勇,桑文刚.微小型IMU/GPS组合定位定向系统研究[J].武汉大学学报(信息科学版),2005,30(11):991-994. 被引量:8
  • 3Teunissen P J G. Least-squares Estimation of the Integer GPS Ambiguities. 1993 IAG General Meeting, Beijing, 1993
  • 4Zhou Y M. A New Approach to the Integer Transformation of GPS High-Dimensional Ambiguity Vectors. 2002 International Symposium on GPS/GNSS, Wuhan, 2002
  • 5Collierpa. Kinematics GPS for Deformation on Monitoring. Geomatic, 1997, 51(2):157~168
  • 6Corbettsj, Crosspa. GPS Single Epoch Ambiguity Resolution. Survey Review, 1995, 257(33): 149~160
  • 7Joosten P, Tiberius C. LAMBDA: FAQs. GPS Solution, 2002(6): 109~114
  • 8Corbett S J,Cross P A.GPS Single Epoch Ambiguity Resolution[J].Survey Review,1995,257(33):149-160
  • 9Teunissen P J G.The Least-Squares Ambiguity Decorrelation Adjustment:a Method for Fast GPS Integer Ambiguity Estimation[J].Journal of Geodesy,1995,70(1/2):65-82
  • 10Lu G,Cannon M E,Lachapelle G.Improving the Reliability of OTF Ambiguity Resolution with Dual Frequency Observations[C].ION GPS'95,Palm Springs,1995

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