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多种误差影响的基线解算精度分析

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为了研究不同误差对基于GAMIT/GLOBK的高精度GPS(Global Positioning System)静态数据解算的影响,提高数据解算精度,通过实验分析某大跨径斜拉桥监测控制网中的测站坐标解算结果在不同解算参数及误差改正模型的差异.实验结果表明:不同类型的基线混合解算结果没有单一的基线类型解算结果精度高,应使用不同的解算模式解算拥有不同类型基线的控制网;不同的对流层参数下的解算结果精度差异较大,将对流层参数个数设置为8至10时,解算精度最高;海潮、固体潮模型对于解算精度的影响较低,使用IERS10固体潮模型的解算精度更高;测站坐标解算精度不受测站概略坐标误差影响,且当基准站概略坐标误差大于6 m时才会严重降低解算精度.
Accuracy Analysis of Baseline Solution Affected by Various Errors
In order to study the influence of different errors on the static data solution of high-accuracy GPS (Global Positioning Sys-tem) based on GAMIT/GLOBK and improve the data solution accuracy. Through experiments,the differences of the coordinate calcu-lation results of the stations in the monitoring control network of a long-span cable-stayed bridge in different calculation parameters and error correction models are analyzed. The experimental results show that the mixed calculation results of different types of base-lines are not as accurate as those of a single baseline type,and different calculation modes should be used to solve the control networks with different types of baselines;the accuracy of the solution results under different tropospheric parameters varies greatly. When the number of tropospheric parameters is set between 8 and 10,the solution accuracy is the highest;the ocean tide and solid tide models have low influence on the solution accuracy,and the solution accuracy is higher by using the IERS10 solid tide model;the accuracy of the coordinate solution of the survey station is not affected by the error of the approximate coordinate of the survey station,and the ac-curacy of the solution will be seriously reduced when the error of the approximate coordinate of the reference station is greater than 6 m.

accuracy analysisbaseline solutionerrorscontrol network

李硕果

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浙江省测绘科学技术研究院,浙江杭州 310023

精度分析 基线解算 误差 控制网

2024

测绘与空间地理信息
黑龙江省测绘学会

测绘与空间地理信息

影响因子:0.788
ISSN:1672-5867
年,卷(期):2024.47(9)