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锦赤铁路三标段GPS高程拟合分析
引用本文:丁海鹏,王欣,杨云鸿.锦赤铁路三标段GPS高程拟合分析[J].中国煤炭地质,2011(7):61-63.
作者姓名:丁海鹏  王欣  杨云鸿
作者单位:[1]东北煤田地质局勘察设计研究总院.辽宁沈阳110013 [2]沈阳建筑大学土木学院,辽宁沈阳110168 [3]中国水利水电第十四工程局有限公司,云南昆明655000
摘    要:结合GPS控制网和三等精密水准网的对比试验,构建了GPS测高技术中高程拟合模型,据此对锦赤铁路三标段工程项目进行分析。实例中选取多项式曲面拟合方法,进行高程内插计算,并将拟合结果与水准测量结果进行对比,结果表明:GPS高程拟合的内、外符合精度完全满足铁路工程精度要求,精度可达到2~3cm。

关 键 词:GPS高程  水准高程  高程异常  高程拟合

GPS Elevation Fitting Analysis of Jinzhou-Chifeng Railway Third Bid Lot
Ding Haipeng,Wang Xin and Yang Yunhong.GPS Elevation Fitting Analysis of Jinzhou-Chifeng Railway Third Bid Lot[J].Coal Geology of China,2011(7):61-63.
Authors:Ding Haipeng  Wang Xin and Yang Yunhong
Institution:1.Exploration,Design and Research Institute,Northeast China Bureau of Coal Geological Exploration,Shenyang,Liaoning 110013;2.Civil Engineering College,Shenyang Jianzhu University,Shenyang,Liaoning 110168; 3.Sinohydro Bureau 14 Co.Ltd.,Kunming,Yunnan 655000)
Abstract:Through comparative trial of GPS control network and third order precise leveling network,has modeled elevation fitting model in GPS altimetric surveying technology,hereby carried out analysis of the Jinzhou-Chifeng railway third bit lot engineering project.In the instance,polynomial surface fitting has selected to carry out elevation interpolating,and compare the fitting results with leveling measured results.The result has demonstrated that: internal and external accordant accuracies from GPS elevation fitting can fully satisfy requirements of railway engineering with accuracy 2~3cm.
Keywords:GPS elevation  leveling elevation  height anomaly  elevation fitting
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