A technique to reduce correlated errors in continuous monitoring applications

GPS techniques are now being used extensively in many monitoring applications such as engineering structures, landslides and crustal deformation. In most cases, the attainable accuracy of GPS measurements is dependent upon the presence of errors or noises in the measurements. Some of the errors can...

Full description

Saved in:
Bibliographic Details
Main Authors: Mat Amin, Zulkarnaini, David R., Twigg
Format: Conference or Workshop Item
Language:English
Published: 2001
Subjects:
Online Access:http://eprints.utm.my/id/eprint/4651/1/Zulkarnaini_ION-GPS_2001.pdf
http://eprints.utm.my/id/eprint/4651/
Tags: Add Tag
No Tags, Be the first to tag this record!
id my.utm.4651
record_format eprints
spelling my.utm.46512017-07-23T07:27:56Z http://eprints.utm.my/id/eprint/4651/ A technique to reduce correlated errors in continuous monitoring applications Mat Amin, Zulkarnaini David R., Twigg TA Engineering (General). Civil engineering (General) GPS techniques are now being used extensively in many monitoring applications such as engineering structures, landslides and crustal deformation. In most cases, the attainable accuracy of GPS measurements is dependent upon the presence of errors or noises in the measurements. Some of the errors can be eliminated or minimised by differencing techniques, but others require particular attention if a high accuracy result is sought. This paper presents various experiments on kinematic GPS surveys, from which a method to reduce GPS errors has been established. The method is based on transferring the error from one station to another where the two stations are highly correlated. Three GPS stations were involved: the first was located at a known reference station, the second at fixed station near the object being monitored and the third positioned on the object itself. It is the strong correlation between the latter stations that enables corrected co-ordinates to be determined. Results from the tests show that by applying the aforementioned method, the final GPS measurements are more accurate for use with continuous monitoring applications. 2001-09 Conference or Workshop Item PeerReviewed application/pdf en http://eprints.utm.my/id/eprint/4651/1/Zulkarnaini_ION-GPS_2001.pdf Mat Amin, Zulkarnaini and David R., Twigg (2001) A technique to reduce correlated errors in continuous monitoring applications. In: ION-GPS 2001, 11 - 14 September 2001, Salt Palace Convention Center, Salt Lake City, Utah.
institution Universiti Teknologi Malaysia
building UTM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Malaysia
content_source UTM Institutional Repository
url_provider http://eprints.utm.my/
language English
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Mat Amin, Zulkarnaini
David R., Twigg
A technique to reduce correlated errors in continuous monitoring applications
description GPS techniques are now being used extensively in many monitoring applications such as engineering structures, landslides and crustal deformation. In most cases, the attainable accuracy of GPS measurements is dependent upon the presence of errors or noises in the measurements. Some of the errors can be eliminated or minimised by differencing techniques, but others require particular attention if a high accuracy result is sought. This paper presents various experiments on kinematic GPS surveys, from which a method to reduce GPS errors has been established. The method is based on transferring the error from one station to another where the two stations are highly correlated. Three GPS stations were involved: the first was located at a known reference station, the second at fixed station near the object being monitored and the third positioned on the object itself. It is the strong correlation between the latter stations that enables corrected co-ordinates to be determined. Results from the tests show that by applying the aforementioned method, the final GPS measurements are more accurate for use with continuous monitoring applications.
format Conference or Workshop Item
author Mat Amin, Zulkarnaini
David R., Twigg
author_facet Mat Amin, Zulkarnaini
David R., Twigg
author_sort Mat Amin, Zulkarnaini
title A technique to reduce correlated errors in continuous monitoring applications
title_short A technique to reduce correlated errors in continuous monitoring applications
title_full A technique to reduce correlated errors in continuous monitoring applications
title_fullStr A technique to reduce correlated errors in continuous monitoring applications
title_full_unstemmed A technique to reduce correlated errors in continuous monitoring applications
title_sort technique to reduce correlated errors in continuous monitoring applications
publishDate 2001
url http://eprints.utm.my/id/eprint/4651/1/Zulkarnaini_ION-GPS_2001.pdf
http://eprints.utm.my/id/eprint/4651/
_version_ 1643644115079921664
score 13.211869