| GPS RTK单基站和虚拟参考站技术的特征及比较 |
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| 引用本文： | 孙晓明,吴邵芳.GPS RTK单基站和虚拟参考站技术的特征及比较[J].城市勘测,2009(5):63-66. |
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| 作者姓名： | 孙晓明 吴邵芳 |
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| 作者单位： | 青岛市勘察测绘研究院,山东,青岛,266032 |
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| 摘 要： | 对比了GPS RTK单基站和虚拟参考站两种方式在实际作业模式和操作注意事项上的区别。结合笔者在青岛地区的实际工作经验总结出两种不同技术在现有测绘状况下的特征差异,并对其前景进行展望。
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| 关 键 词： | GPSRTK 单基站 虚拟参考站 QDCORS 作业模式 精度统计 |
Characteristic and Difference Between Single Reference-station and Virtual Reference-Station |
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| Sun XiaoMing,Wu ShaoFang.Characteristic and Difference Between Single Reference-station and Virtual Reference-Station[J].Urban Geotechnical Investigation & Surveying,2009(5):63-66. |
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| Authors: | Sun XiaoMing Wu ShaoFang |
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| Affiliation: | ( Qingdao Geotechnical Investigation ＆ Surveying Institute, Qingdao 266032, China) |
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| Abstract: | Through the introduction of GPS RTK Single Reference-station and Virtual-Reference-station,Contrast two kinds way difference on actual operation process and matters needing attention.Actual union author work experience in Qingdao area,Sum up their characteristic difference falling in now available surveying and mapping situation,And look into the distance to prospect go along. |
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| Keywords: | GPS RTK QDCORS |
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