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精密三角高程测量用于跨河高程传递的实验研究
引用本文:林明华,苏志坚,侯飞. 精密三角高程测量用于跨河高程传递的实验研究[J]. 测绘科学, 2012, 37(5): 209-211
作者姓名:林明华  苏志坚  侯飞
作者单位:1.徐州师范大学测绘学院,江苏徐州,221116;2.河北省邢台市勘察测绘院,河北邢台,054000
基金项目:徐州师范大学自然科学基金资助项目(08XLA14,09XLR14)
摘    要:本文运用精密三角高程测量技术作为跨河高程传递的方法,探讨其中的关键技术问题.在水面视距分别为1.85km和2.2km并且不借助特制觇牌直接观测棱镜的情况下,通过优化观测图形以缩短两岸对向观测的时间差,利用一台全站仪,精确测量出云龙湖两岸的高差,精度可达二等水准要求.最后总结其中多次实验的经验以及教训,以期为同行提供借鉴.

关 键 词:跨河高程传递  精密三角高程测量  大气折光

Study on river-crossing leveling with precise trigonometric leveling
LIN Ming-hua , SU Zhi-jian , HOU Fei. Study on river-crossing leveling with precise trigonometric leveling[J]. Science of Surveying and Mapping, 2012, 37(5): 209-211
Authors:LIN Ming-hua    SU Zhi-jian    HOU Fei
Affiliation:①(①School of Geodesy and Geomatics,Xuzhou Normal University,Jiangsu Xuzhou 221116,China;②Xingtai Geotechnical Investigation & Surveying Institute,Hebei Xingtai 054000,China)
Abstract:On the basis of the theory of precise trigonometric leveling,some key issues were discussed on river-crossing leveling in the paper.With optimal observation process,the altitude difference was measured precisely in the distance of 1.85km and 2.2km across Yunlong Lake using only one total station and corresponding prisms,which could meet the standard completely.Finally,some experience and lessons were summarized for reference.
Keywords:river-crossing leveling  precise trigonometric leveling  atmospheric refraction error
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