Penggunaan GPS dalam kerja-kerja semakan garis dasar EDM

In Semenanjung Malaysia and Wilayah Persekutuan Labuan, until 2002 there were a total of 31 EDM base line were constructed. All EDM base line are calibrated periodically by using the standards tools of which is JUPEM pre-calibrated at the test sites at Ashford Middlesex, United Kingdom and approved...

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Main Author:	Hasan, Hamzah
Format:	Thesis
Language:	English
Published:	2015
Subjects:	G109.5 Global Positioning System
Online Access:	http://eprints.utm.my/id/eprint/81011/1/HamzahHasanMFGHT2015.pdf
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id	my-utm-ep.81011
record_format	uketd_dc
spelling	my-utm-ep.810112019-07-24T00:14:27Z Penggunaan GPS dalam kerja-kerja semakan garis dasar EDM 2015-01 Hasan, Hamzah G109.5 Global Positioning System In Semenanjung Malaysia and Wilayah Persekutuan Labuan, until 2002 there were a total of 31 EDM base line were constructed. All EDM base line are calibrated periodically by using the standards tools of which is JUPEM pre-calibrated at the test sites at Ashford Middlesex, United Kingdom and approved by SIRIM . Nowadays, in line with the rapid change in the survey methodology, equipment that employs advanced technology such as Global Positioning System (GPS) have been widely used by surveyors. As such, author have adopted GPS with Rapid Static observation techniques and Real Time Kinematic (RTK) for determining the EDM base line distance at UTHM in putting up this Project Paper. The distance derived from the GPS observation will be compared with the original distance that had been derived from the pricise EDM equipment, that is LEICA TC2003 to assess the ability of using GPS and MyRTKnet in the work of revision of baseline EDM. However, from the analysis conducted shows GPS with Rapid Static and RTK observations using MyRTKnet not be used in the work of revision of baseline precision EDM for granted does not exceed the accuracy of the instrument to be calibrated. The difference between the results obtained are not consistent with the observed differences in distance from RTK technique is 0.022mm to -0.019mm and techniques of observation Rapid Static is 0.030mm to -0.014mm. 2015-01 Thesis http://eprints.utm.my/id/eprint/81011/ http://eprints.utm.my/id/eprint/81011/1/HamzahHasanMFGHT2015.pdf application/pdf en public http://dms.library.utm.my:8080/vital/access/manager/Repository/vital:120002 masters Universiti Teknologi Malaysia, Faculty of Geoinformation and Real Estate Faculty of Geoinformation and Real Estate
institution	Universiti Teknologi Malaysia
collection	UTM Institutional Repository
language	English
topic	G109.5 Global Positioning System
spellingShingle	G109.5 Global Positioning System Hasan, Hamzah Penggunaan GPS dalam kerja-kerja semakan garis dasar EDM
description	In Semenanjung Malaysia and Wilayah Persekutuan Labuan, until 2002 there were a total of 31 EDM base line were constructed. All EDM base line are calibrated periodically by using the standards tools of which is JUPEM pre-calibrated at the test sites at Ashford Middlesex, United Kingdom and approved by SIRIM . Nowadays, in line with the rapid change in the survey methodology, equipment that employs advanced technology such as Global Positioning System (GPS) have been widely used by surveyors. As such, author have adopted GPS with Rapid Static observation techniques and Real Time Kinematic (RTK) for determining the EDM base line distance at UTHM in putting up this Project Paper. The distance derived from the GPS observation will be compared with the original distance that had been derived from the pricise EDM equipment, that is LEICA TC2003 to assess the ability of using GPS and MyRTKnet in the work of revision of baseline EDM. However, from the analysis conducted shows GPS with Rapid Static and RTK observations using MyRTKnet not be used in the work of revision of baseline precision EDM for granted does not exceed the accuracy of the instrument to be calibrated. The difference between the results obtained are not consistent with the observed differences in distance from RTK technique is 0.022mm to -0.019mm and techniques of observation Rapid Static is 0.030mm to -0.014mm.
format	Thesis
qualification_level	Master's degree
author	Hasan, Hamzah
author_facet	Hasan, Hamzah
author_sort	Hasan, Hamzah
title	Penggunaan GPS dalam kerja-kerja semakan garis dasar EDM
title_short	Penggunaan GPS dalam kerja-kerja semakan garis dasar EDM
title_full	Penggunaan GPS dalam kerja-kerja semakan garis dasar EDM
title_fullStr	Penggunaan GPS dalam kerja-kerja semakan garis dasar EDM
title_full_unstemmed	Penggunaan GPS dalam kerja-kerja semakan garis dasar EDM
title_sort	penggunaan gps dalam kerja-kerja semakan garis dasar edm
granting_institution	Universiti Teknologi Malaysia, Faculty of Geoinformation and Real Estate
granting_department	Faculty of Geoinformation and Real Estate
publishDate	2015
url	http://eprints.utm.my/id/eprint/81011/1/HamzahHasanMFGHT2015.pdf
_version_	1747818292382269440

Penggunaan GPS dalam kerja-kerja semakan garis dasar EDM

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