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狭长区域下基于正交法的GPS高程拟合研究
引用本文:郭英起,伊晓东,黄瑞金,李胜.狭长区域下基于正交法的GPS高程拟合研究[J].测绘工程,2007,16(6):19-21.
作者姓名:郭英起  伊晓东  黄瑞金  李胜
作者单位:黑龙江工程学院,测绘工程系,黑龙江,哈尔滨,150050;大连理工大学,土木水利学院,辽宁,大连,116024;四川省第三测绘工程院,四川,成都,610500
摘    要:将GPS点大地高直接转换成正常高,越来越广泛地应用于建立高程控制网的实践中。而要保证GPS点高程精度的关键是高程异常拟合模型选择的合理性。文中介绍了在狭长带状区域下利用正交函数法拟合GPS点高程的数学模型。并利用试验数据进行比对分析。结果表明,文中提出的方法计算具有算法稳定,成果合理的特点。

关 键 词:GPS控制网  多项式曲线拟合  正交函数  大地高  正常高
文章编号:1006-7949(2007)06-0019-03
收稿时间:2007-04-02
修稿时间:2007年4月2日

Research of GPS elevation fitting based on orthogonal function in zonal area
GUO Ying-qi,YI Xiao-dong,HUANG Rui-jin,LI Sheng.Research of GPS elevation fitting based on orthogonal function in zonal area[J].Engineering of Surveying and Mapping,2007,16(6):19-21.
Authors:GUO Ying-qi  YI Xiao-dong  HUANG Rui-jin  LI Sheng
Abstract:The transition of geoid elevation surveyed by GPS to normal height has been widely used in the practice of height control network surveying in municipal engineering construction.The key to guarateeing the transition precision of geoid elevation to normal height is how to choose the fitting model for elevation abnormal.It introduces a method based on orthogonal functions for elevation abnormal fitting used in linear area.The test data shows that the result is reasonable and characterized with stabilizition
Keywords:GPS control network  polynomal curve fitting  orthogonal functions  geodetic elevation  normal height
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