DocumentCode
2830682
Title
Robust Conicoid Fitting in Converting GPS Height
Author
Huang Weiduo
Author_Institution
Dept. of Hydraulic Eng., Zhejiang Water Conservancy & Hydropower Coll., Hangzhou, China
fYear
2009
fDate
19-20 Dec. 2009
Firstpage
1
Lastpage
4
Abstract
Height difference between GPS height and normal height is called height anomaly. If height anomaly for a point can be estimated, GPS height above the surface of the WGS-84 ellipsoid can be converted into normal height, which is used in engineering applications. A new robust procedure by using the conicoid fitting method (CFM) with the Huber M-estimation was proposed, to convert GPS height to normal height using some survey marks of a GPS control net where both normal height and GPS height are known. The robust CFM was presented on the example of a B-order GPS control net. The accuracy was analyzed and the results are promising. The impact of survey marks distribution and density on fitting accuracy was also discussed. In flat areas, converting GPS height to normal height by using CFM arrives at sub-centimeter level accuracy under some conditions.
Keywords
Global Positioning System; B-order GPS control net; GPS height; Global Positioning System; Huber M-estimation; WGS-84 ellipsoid surface; height anomaly; robust conicoid fitting method; Backpropagation algorithms; Ellipsoids; Global Positioning System; Mathematical model; Robust control; Robustness; Sea surface; Surface fitting; Testing; Water conservation;
fLanguage
English
Publisher
ieee
Conference_Titel
Information Engineering and Computer Science, 2009. ICIECS 2009. International Conference on
Conference_Location
Wuhan
Print_ISBN
978-1-4244-4994-1
Type
conf
DOI
10.1109/ICIECS.2009.5364106
Filename
5364106
Link To Document