Comparison of heighting between total station and GPS by using auto level as a reference in UiTM Perlis / Che Atif Zulfakhrullah Che Hassan

In engineering and surveying, establishing a temporary bench mark (TBM) that have a reliable reduce level is extremely important since it contribute most of construction that is being done. This study is done to compare the heighting accuracy between total station and GPS with auto level serve as...

Full description

Bibliographic Details
Main Author:	Che Hassan, Che Atif Zulfakhrullah
Format:	Thesis
Language:	English
Published:	2019
Subjects:	Global Positioning System Surveying
Online Access:	http://ir.uitm.edu.my/id/eprint/23281/ http://ir.uitm.edu.my/id/eprint/23281/1/TD_CHE%20ATIF%20ZULFAKHRULLAH%20CHE%20HASSAN%20AP%20R%2019.5.PDF

id	uitm-23281
recordtype	eprints
spelling	uitm-232812019-02-27T04:45:06Z http://ir.uitm.edu.my/id/eprint/23281/ Comparison of heighting between total station and GPS by using auto level as a reference in UiTM Perlis / Che Atif Zulfakhrullah Che Hassan Che Hassan, Che Atif Zulfakhrullah Global Positioning System Surveying In engineering and surveying, establishing a temporary bench mark (TBM) that have a reliable reduce level is extremely important since it contribute most of construction that is being done. This study is done to compare the heighting accuracy between total station and GPS with auto level serve as a reference. A total of 6 TBM is establish using fly leveling and these 6 TBM are re-observe using Total Station and GNSS levelling. Using the total station, the reduce level is transferred from reference point to all TBM using techeometry method. In GNSS leveling, a relative and absolute leveling method is used measure the orthometric height of each of the 6 TBM with fitted geoid as a reference surface. The values are compare with each other to reduce level (RL) that been establish using Auto level. The total station displays a wider range of errors from 0.13 m all the way to 0.004 m while the GNSS leveling gives a more consistence result from 0.011 m to 0.063 m. Thus, the total station give a more accurate result but low precision but that GNSS gives a high precision but lower accuracy 2019-02-27 Thesis NonPeerReviewed text en http://ir.uitm.edu.my/id/eprint/23281/1/TD_CHE%20ATIF%20ZULFAKHRULLAH%20CHE%20HASSAN%20AP%20R%2019.5.PDF Che Hassan, Che Atif Zulfakhrullah (2019) Comparison of heighting between total station and GPS by using auto level as a reference in UiTM Perlis / Che Atif Zulfakhrullah Che Hassan. Degree thesis, Universiti Teknologi Mara Perlis.
repository_type	Digital Repository
institution_category	Local University
institution	Universiti Teknologi MARA
building	UiTM Institutional Repository
collection	Online Access
language	English
topic	Global Positioning System Surveying
spellingShingle	Global Positioning System Surveying Che Hassan, Che Atif Zulfakhrullah Comparison of heighting between total station and GPS by using auto level as a reference in UiTM Perlis / Che Atif Zulfakhrullah Che Hassan
description	In engineering and surveying, establishing a temporary bench mark (TBM) that have a reliable reduce level is extremely important since it contribute most of construction that is being done. This study is done to compare the heighting accuracy between total station and GPS with auto level serve as a reference. A total of 6 TBM is establish using fly leveling and these 6 TBM are re-observe using Total Station and GNSS levelling. Using the total station, the reduce level is transferred from reference point to all TBM using techeometry method. In GNSS leveling, a relative and absolute leveling method is used measure the orthometric height of each of the 6 TBM with fitted geoid as a reference surface. The values are compare with each other to reduce level (RL) that been establish using Auto level. The total station displays a wider range of errors from 0.13 m all the way to 0.004 m while the GNSS leveling gives a more consistence result from 0.011 m to 0.063 m. Thus, the total station give a more accurate result but low precision but that GNSS gives a high precision but lower accuracy
format	Thesis
author	Che Hassan, Che Atif Zulfakhrullah
author_facet	Che Hassan, Che Atif Zulfakhrullah
author_sort	Che Hassan, Che Atif Zulfakhrullah
title	Comparison of heighting between total station and GPS by using auto level as a reference in UiTM Perlis / Che Atif Zulfakhrullah Che Hassan
title_short	Comparison of heighting between total station and GPS by using auto level as a reference in UiTM Perlis / Che Atif Zulfakhrullah Che Hassan
title_full	Comparison of heighting between total station and GPS by using auto level as a reference in UiTM Perlis / Che Atif Zulfakhrullah Che Hassan
title_fullStr	Comparison of heighting between total station and GPS by using auto level as a reference in UiTM Perlis / Che Atif Zulfakhrullah Che Hassan
title_full_unstemmed	Comparison of heighting between total station and GPS by using auto level as a reference in UiTM Perlis / Che Atif Zulfakhrullah Che Hassan
title_sort	comparison of heighting between total station and gps by using auto level as a reference in uitm perlis / che atif zulfakhrullah che hassan
publishDate	2019
url	http://ir.uitm.edu.my/id/eprint/23281/ http://ir.uitm.edu.my/id/eprint/23281/1/TD_CHE%20ATIF%20ZULFAKHRULLAH%20CHE%20HASSAN%20AP%20R%2019.5.PDF
first_indexed	2023-09-18T23:10:27Z
last_indexed	2023-09-18T23:10:27Z
_version_	1777418766840233984

Comparison of heighting between total station and GPS by using auto level as a reference in UiTM Perlis / Che Atif Zulfakhrullah Che Hassan

Similar Items