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山区连续设站三角高程测量方法与试验

Trigonometrical High Level Measuring Method and Experiment on Continued Stations Set in Mountain Area

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【作者】 刘辉何春桂邱光举刘小阳董增林

【Author】 LIU Hui1,HE Chun-gui2,QIU Guang-ju3,LIU Xiao-yang4,DONG Zeng-lin1(1.School of Resources,Hebei Engineering University,Handan 056038,China;2.School of Hydropower,Hebei Engineering University, Handan 056038,China;3.Production and Technology Division,Yuzhou Mining Company Ltd.,Kailuan Group,Yuxian 075700,China; 4.Department of Disaster Prevention Engineering,Institute of Disaster Prevention,Beijing 101601,China)

【机构】 河北工程大学资源学院河北工程大学水电学院开滦(集团)蔚州矿业有限责任公司生产技术部防灾科技学院防灾工程系

【摘要】 为了解决山区高差变化大、水准测量难的问题,提出了在山区进行连续设站三角高程测量的一种新方法,通过对测量原理、观测方法、误差来源及精度分析,指出了用三角高程测量的新方法代替水准测量的关键问题。分析表明,通过将前后设站的距离控制在300 m以内,有效地解决了球气差对距离测量的影响问题,并通过误差预计,指出整条路线在600~1 500 m时,完全可以替代四等水准测量,以1 km左右精度为最佳。并通过河北蔚州矿区工程实践,结果表明,在山区用连续设站三角高程测量代替水准测量是可行的。

【Abstract】 In order to solve the high elevation variation and the leveling measurement problems in the mountain area,a new method of the trigonometrical high level measurement with continued stations set in the mountain area was proposed.With the analysis on the measuring principle,survey method,error sources and accuracy,the paper pointed out the key issues of the new trigonometrical high level measurement method to replace the leveling measurement.The analysis showed that with the distance control between the two stations within 300 m,the effect of the earth curvature and the refraction affected to the distance measurement issue was effectively solved.With the estimation of the error,when the whole line distance was within 600~1 500 m as pointed out,the fourth class leveling measurement could be replaced.The accuracy with 1 km would be the best.With the practices on a project of mining area,the results showed the trigonometrical high level measurement with the continued stations set in the mountain area would be feasible to replace the leveling measurement.

【基金】 河北工程大学青年基金资助项目(2009Z27)
  • 【文献出处】 煤炭科学技术 ,Coal Science and Technology , 编辑部邮箱 ,2011年01期
  • 【分类号】P224.2
  • 【被引频次】6
  • 【下载频次】208
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