| 山区全站仪三角高程与GPS拟和高程比较精度之分析 |
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| 引用本文： | 赵红星,高永甲. 山区全站仪三角高程与GPS拟和高程比较精度之分析[J]. 测绘科学, 2008, 0(Z1) |
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| 作者姓名： | 赵红星 高永甲 |
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| 作者单位： | 兵团勘测规划设计研究院 |
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| 摘 要： | 通过在山区测量中,全站仪三角高程与GPS拟和高程的比较,可得出小面积山区航测成图项目外业像控点高程测量可用GPS拟和高程替代全站仪三角高程作业方法的结论。
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| 关 键 词： | 三角高程 像控点 GPS拟和高程 |
The precision analysis compared the trigonometric leveling by total station with quasi-stable leveling by GPS in mountainous area |
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| ZHAO Hong-xing GAO Yong-jia. The precision analysis compared the trigonometric leveling by total station with quasi-stable leveling by GPS in mountainous area[J]. Science of Surveying and Mapping, 2008, 0(Z1) |
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| Authors: | ZHAO Hong-xing GAO Yong-jia |
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| Abstract: | Compare the trigonometric leveling by total station with quasi-stable leveling by GPS in mountainous area,we get con- clusion that quasi-stable leveling by GPS can replace trigonometric leveling by total station at site operation photo control point leveling in aerial survey photograph project in the small mountainous area. |
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| Keywords: | trigonometric leveling photo control point GPS quasi-stable leveling |
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