Application of Precise Trigonometric Leveling to the Left and Right Bank Elevation Survey of Datengxia Hydro-junction Project

LI Jian-zhou, ZHANG Jin-sheng, CAO Hao, LIU Yuan, LI Li-ping, HU Lei

Journal of Changjiang River Scientific Research Institute ›› 2022, Vol. 39 ›› Issue (1) : 160-164.

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Journal of Changjiang River Scientific Research Institute ›› 2022, Vol. 39 ›› Issue (1) : 160-164. DOI: 10.11988/ckyyb.20200945
INSTRUMENTATION DEVELOPMENT AND TESTING TECHNIQUES

Application of Precise Trigonometric Leveling to the Left and Right Bank Elevation Survey of Datengxia Hydro-junction Project

  • LI Jian-zhou1,2,3, ZHANG Jin-sheng4, CAO Hao1, LIU Yuan1,2,3, LI Li-ping1, HU Lei1,2,3
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Abstract

With the improvement of the precision of measuring robot, the precise trigonometric elevation measurement has been widely used in river-cross leveling. Based on the exact formula of precise trigonometric height measurement and the error propagation law, the formula of measurement error is derived in this paper. Controlling the height angle and measuring distance of instrument could improve the measuring accuracy and reach the second-class leveling accuracy. The present method was applied to the left and right bank elevation survey of Datengxia hydro-junction project, and results demonstrate that the method meets the requirements of second-class leveling accuracy and enhances working efficiency. The application results can be used for reference in similar river-cross leveling.

Key words

precise trigonometric leveling / river-cross leveling / second-class levelling / error propagation law / Datengxia hydro-junction project

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LI Jian-zhou, ZHANG Jin-sheng, CAO Hao, LIU Yuan, LI Li-ping, HU Lei. Application of Precise Trigonometric Leveling to the Left and Right Bank Elevation Survey of Datengxia Hydro-junction Project[J]. Journal of Changjiang River Scientific Research Institute. 2022, 39(1): 160-164 https://doi.org/10.11988/ckyyb.20200945

References

[1] GB 12897—2006,国家一、二等水准测量规范[S].北京:中国标准出版社, 2006.
[2] 李建成, 姜卫平. 长距离跨海高程基准传递方法的研究[J]. 武汉大学学报: 信息科学版, 2001, 45(6): 514-517.
[3] 刘会芬.高精度对向三角高程代替等级水准测量的可行性研究[J].黑龙江科技信息,2014,18(32):121-123.
[4] 刘丽霞,乔万亮,佟艳丽.利用全站仪进行三角高程测量的中误差计算[J].黑龙江水专学报,2005,34(2):59-60.
[5] 刘冠兰, 李东宇, 丁文宏. 精密三角高程测量在宽水域跨河水准中的应用[J]. 工程勘察, 2010, 38(10): 71-74.
[6] 徐亚明, 施 斌, 王代雄, 等. 改进的三角高程法在跨海高程传递中的应用[J]. 测绘通报, 2014, 60(4):65-67.
[7] 郝 旦,王 芬.自动照准全站仪精密三角高程测量在跨河水准测量中的应用[J].测绘通报,2019,65(3):159-162.
[8] 佩利年A·Π.理论大地测量学[M].北京:测绘出版社,1978.
[9] 张正禄,邓 勇,罗长林,等.精密三角高程代替一等水准测量的研究[J].武汉大学学报:信息科学版,2006,50(1):5-8.
[10] 晏红波,黄 腾,邓 标.智能全站仪精密三角高程测量替代二等水准测量[J].水电自动化与大坝监测,2007,31(4):43-47.
[11] 方 明,武 威.跨海高程传递三角高程数据处理及质量分析[J].海洋测绘,2012,32(5):53-55,62.
[12] 柏文锋,熊 斯,黄利军,等.精密三角高程测量系统的研究与实现[J].科技资讯,2010,8(9):8-9.
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