基于GNSS CORS三角测量的泰国NRTK定位服务水平定位精度几何与统计评估

Q4 Social Sciences International Journal of Geoinformatics Pub Date : 2023-02-28 DOI:10.52939/ijg.v19i2.2559
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引用次数: 1

摘要

泰国已经实施了GNSS连续运行参考站(CORS)和网络实时运动学(NRTK)定位服务,这些服务由几个政府机构和大学合作,用于各种应用。本研究包括114个GNSS coss;提供143个三角环,覆盖全国63个省份,确定和分析所获得的水平定位精度及其地面站几何形状。三角测量网根据形状和基线距离进行分类。根据不同的基线长度来定义良好和病态三角形。水平定位精度采用静态和NRTK定位确定值计算,静态定位结果定义为地面真值。根据每个测试用例,使用学生T检验来保证计算结果的显著性。结果表明,得到的水平定位精度在规定精度范围内小于4厘米,在0.05的显著性水平上没有显著差异。该GNSS CORS三角网几何方案不影响nrtk -虚拟参考站(VRS) GNSS定位服务计算得到的水平定位精度;然而,定位精度仍然直接取决于最近的GNSS CORS或其三角网之间的距离,因此,提出进一步的建议。
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Geometric and Statistical Assessments on Horizontal Positioning Accuracy in Relation with GNSS CORS Triangulations of NRTK Positioning Services in Thailand
Thailand has implemented GNSS Continuously Operating Reference Stations (CORS) and Network Real-Time Kinematic (NRTK) Positioning services collaborated by several government agencies and universities for various applications. This research includes 114 GNSS CORSs; providing 143 triangle loops and covering 63 provinces nationwide, to determine and analyse the obtained horizontal positioning accuracy and their ground station geometries. Triangulation networks are categorised in terms of shapes and baseline distances. Well- and ill-conditioned triangles are defined in accordance with different baseline lengths. The horizontal positioning accuracy is computed using static and NRTK positioning determinations whilst static positioning results are defined as the ground truth. Student's T tests are used to ensure the significance of calculated results according to each test case. The results show obtained horizontal positioning accuracies are within the specified accuracy of less than 4 centimetres and do not show any significant differences based on the defined significant level of 0.05. This GNSS CORS triangulation network geometry scheme does not influence the computed horizontal positioning accuracy obtained from NRTK-Virtual Reference Station (VRS) GNSS positioning services; however, the positioning accuracy is still directly due to distances between nearest GNSS CORS or its triangulation network, therefore, further suggestions are provided.
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来源期刊
International Journal of Geoinformatics
International Journal of Geoinformatics Social Sciences-Geography, Planning and Development
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