共查询到20条相似文献，搜索用时 125 毫秒
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《测绘科学技术学报》2020,(1)
为了验证基于TBC软件进行BDS长、短基线解算的精度以及可靠性,使用TBC软件采用不同解算模式对实测数据进行处理。经分析可知,基于TBC软件进行BDS短基线解算成果与GPS基本一致,水平分量较差优于2.5 mm、垂直分量较差优于5 mm,都具有较高的水平精度和垂直精度;BDS基线精度略优于GPS,实际应用中可用广播星历代替精密星历进行基线解算。基于TBC软件加载精密星历进行BDS长基线解算成果与GPS相比,水平分量较差为5 cm、垂直分量较差为12 cm以内。实际应用中可使用快速星历或超快速星历代替精密星历进行BDS长基线解算。 相似文献
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系统研究了常用的GPS数据处理软件的基线解算与网平差功能,并总结了软件的各自特点。研究结果表明,各软件解算短基线时精度很高,解算长基线时TBC软件与GAMIT的结果最为接近;并通过连续性的解算对比,得出基线解算误差远大于平差模型误差。 相似文献
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针对工程测量中高精度数据处理的需要,大宝公司研发的新版本TBC 4.0软件不仅兼容多导航定位系统,而巨显著改进了长基线解算精度.本文基于IGS观测数据,将TBC 4.0软件的基线解算精度与Bernese软件、GAMIT软件基线解算精度进行了对比,并与日版本TBC软件解算能力进行了比较.结果表明,在1000 km长基线的情况下,TBC 4.0软件获得了与Bernese、GAMIT软件相当的解算精度,三维位置精度为毫米级,巨不受星历类型的限制.另外,与日版本TBC相比,TBC 4.0软件的基线解算能力有了很大的提高. 相似文献
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针对工程测量中高精度数据处理的需要,天宝公司研发的新版本TBC 4.0软件不仅兼容多导航定位系统,而且显著改进了长基线解算精度。本文基于IGS观测数据,将TBC 4.0软件的基线解算精度与Bernese软件、GAMIT软件基线解算精度进行了对比,并与旧版本TBC软件解算能力进行了比较。结果表明,在1000 km长基线的情况下,TBC 4.0软件获得了与Bernese、GAMIT软件相当的解算精度,三维位置精度为毫米级,且不受星历类型的限制。另外,与旧版本TBC相比,TBC 4.0软件的基线解算能力有了很大的提高。 相似文献
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以GPS单点定位在城市工程测量中的应用为研究对象,探讨了BERNESE 5.0软件数据处理流程、IGS精密星历等关键技术。在此基础上,结合案例进行分析,结果表明精密单点定位完全满足城市工程测量的日常需要。 相似文献
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在对GPS／GLONASS组合定位的周跳探测和修复方法进行深入研究的基础上，论述了适合于两种数据联合解算的GPS／GLONASS模糊度迭代处理方法及相应的基于FARA方法的整周模糊度固定方法。在现有BERNESE Ver4.0GSP数据处理软件的基础上，增加及改进了其中的若干模块，从而研制出组合定位系统高精度数据处理软件，并进行了试验计算。结果表明，所开发的组合定位系统数据处理软件内、外符合精度均达到mm级，证明了这种高精度相对定位理论、方法、软件的正确性和可行性。 相似文献
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本文用ＢＥＲＮＥＳＥ软件对我国五处ＧＰＳ跟踪站的部分观测数据作了处理,得出各站上空的对流层天顶延迟量初步结果,并分析了将地基ＧＰＳ技术应用于气象遥感学急待解决的问题。 相似文献
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The geodetic-geodynamic network (G1) was established with the intention of monitoring recent crustal deformation and serving as the major control network in Israel. In 1996 the network was measured for the first time using GPS. This paper presents the second GPS measurement campaign of the G1 network, held in 2002. It presents the network configuration design and the data processing procedures by commercial and scientific post-processing GPS software, as well as a comparison of the results. Long session duration and medium vector length with strict analysis by the commercial GPS processing software TTC (Trimble Total Control) were found to achieve results that are equivalent to those obtained when using the BERNESE scientific software. 相似文献
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大规模GNSS基准站网快速同步处理方法研究 总被引：3，自引：0，他引：3
目前我国GNSS连续运行基准站网已基本建设完毕,全国范围内建设完成约2000个GNSS连续运行基准站。随着站点规模的加大,数据计算的效率也迫切需要提高,采用传统的高精度数据处理软件已适应不了大规模GNSS网的数据解算要求。本文基于BERNESE5.2软件研究了我国“陆态网络工程”260个基准站的大规模GNSS网同步数据处理方法,通过修改源程序及利用并行计算技术,成功实现了陆态网络基准站快速、高效、高精度的数据计算能力。实例验证表明,陆态网络单天260个站的数据在无需分区的情况下,可在1 h内获得全球框架下的约束解,解算的框架点坐标精度在毫米量级,大大提高了国家数据中心的大规模GNSS网数据处理能力。 相似文献
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The Bayesian detection of discontinuities in a polynomial regression and its application to the cycle-slip problem 总被引：4，自引：1，他引：3
Maria Clara de Lacy Mirko Reguzzoni Fernando Sansò Giovanna Venuti 《Journal of Geodesy》2008,82(9):527-542
This paper deals with the problem of detecting and correcting cycle-slips in Global Navigation Satellite System (GNSS) phase
data by exploiting the Bayesian theory. The method is here applied to undifferenced observations, because repairing cycle-slips
already at this stage could be a useful pre-processing tool, especially for a network of permanent GNSS stations. If a dual
frequency receiver is available, the cycle-slips can be easily detected by combining two phase observations or phase and range
observations from a single satellite to a single receiver. These combinations, expressed in a distance unit form, are completely
free from the geometry and depend only on the ionospheric effect, on the electronic biases and on the initial integer ambiguities;
since these terms are expected to be smooth in time, at least in a short period, a cycle-slip in one or both the two carriers
can be modelled as a discontinuity in a polynomial regression. The proposed method consists in applying the Bayesian theory
to compute the marginal posterior distribution of the discontinuity epoch and to detect it as a maximum a posteriori (MAP)
in a very accurate way. Concerning the cycle-slip correction, a couple of simultaneous integer slips in the two carriers is
chosen by maximazing the conditional posterior distribution of the discontinuity amplitude given the detected epoch. Numerical
experiments on simulated and real data show that the discontinuities with an amplitude 2 or 3 times larger than the noise
standard deviation are successfully identified. This means that the Bayesian approach is able to detect and correct cycle-slips
using undifferenced GNSS observations even if the slip occurs by one cycle. A comparison with the scientific software BERNESE
5.0 confirms the good performance of the proposed method, especially when data sampled at high frequency (e.g. every 1 s or
every 5 s) are available. 相似文献