共查询到18条相似文献,搜索用时 62 毫秒
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简述了单基站及多基站差分基本原理和定位误差分析,提出了适合试验场高精度位置测量的双基站GPS差分技术,用动态数据说明其符合试验场精度要求。 相似文献
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根据长基线情况下机载GPS动态试验数据在多基准站差分模式下的解算分析,得出利用多基准站差分方法能够有效消减误差提高定位测量精度的结论。同时在本文数据分析的基础上,提出了下一步的研究方向。 相似文献
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针对车载LiDAR系统在城市道路竣工测绘中所面临的问题,提出了采用城市CORS站替代单基站以差分解算POS,并通过设计试验探明了基于单基站及多基站差分GPS解算POS获得的激光点云数据精度。试验结果表明,基于测区附近3个基准站获得的点云平面精度可达4.9 cm,高程精度可达8.6 cm,能够满足城市道路竣工的精度要求,具有替代近距离单基站差分的潜力。 相似文献
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X. X. Jin 《Journal of Geodesy》1997,71(7):411-422
This paper derives a DGPS positioning algorithm, referred to as the algorithm for carrier-adjusted DGPS positioning. This
algorithm can be applied by a DGPS user when code and carrier observations are available and when the dynamic behaviours of
both mobile positions and receiver-clock biases can and cannot be modelled. Since the algorithm directly uses code and carrier
observations, the stochastic model of observations has a simple structure and can be easily specified. When the dynamic behaviour
of mobile positions can be modelled, the algorithm can provide recursive solutions of the positions, on the other hand, when
the behaviour cannot be modelled, it can provide their instantaneous solutions. Furthermore, the algorithm can integrate with
a real-time quality-control procedure so that the quality of the position estimates can be guaranteed with a certain probability.
Since in the use of the algorithm there always exist redundant observations unless the position parameters are inestimable,
the quality control can even be performed when only four satellites are tracked. Using the algorithm and real GPS data collected
at a 100-km baseline, this contribution investigates how DGPS positioning accuracies vary with the type of observables used
at reference and mobile stations, and how important it is to choose an elevation-dependent standard deviation for code observations
in DGPS data reduction. It was found that using carrier observations along with code observations is more important at the
reference station than at the mobile station. Choosing an elevation-dependent standard deviation for code observations can
result in better positioning accuracy than choosing a constant standard deviation for code observations. For the 100-km baseline,
half-metre single-epoch positioning accuracy was achieved when dual-frequency data was used at both reference and mobile stations.
The positioning accuracy became better than 0.75m when the types of observable used at the mobile station were replaced by
L1 code and carrier.
Received: 9 April 1996 / Accepted: 6 February 1997 相似文献
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随着差分GPS技术的发展,其应用于工程测量也越来越及,但随着基线长度的增加,常规差分GPS定位精度亦随之降低。为此,本文研究了基于虚拟参考站(Virtual Reference Station,VRS)的差分GPS定位算法,它能有效克服常规差分GPS存在的缺陷,使移动测量用户可在较大空间范围内获得均匀、高精度和可靠的定位结果。 相似文献
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以IMU/DGPS辅助航空摄影测量为研究内容,在系统地总结和阐述IMU/DGPS辅助航空摄影测量的有关原理和方法的基础上,结合南水北调工程建设与管理基础信息建设与应用(一期)项目中的生产实验和工程实践,形成了一套完整的IMU/DGPS辅助航空摄影测量实施方案,并针对应用中的GPS基站布设、检校场和GPS测量等问题进行了探讨和研究。最后,结合项目的成果,分析了IMU/DGPS辅助航空摄影测量技术的优势和不足,并提出该技术使用的建议。 相似文献
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地基GPS技术遥感香港地区大气水汽含量 总被引:3,自引:0,他引:3
提出了分段多项式方法计算大气水汽含量,并结合无线电高空气象探测资料,分析并评估了地基GPS遥感技术的精度。香港地区的可降水份计算结果表明,地基GPS遥感技术的精度为1 m m ~2 m m 相似文献
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简要介绍了将差分GPS技术用于水下地形测绘的方法,重点研究了平面坐标转换和水深数据修正两个关键技术,给出了平面定位的坐标转换方法和考虑水温、含盐度等对声速的影响,以及海水潮位变化等因素后的水深测量修正方法。 相似文献