Höjdbestämningsmetoder vid upprättande av nybyggnadskartor : Jämförelse mellan nätverks-RTK och trigonometrisk höjdmätning
Levelling and trigonometric height measurements are the methods that are mostly used today for height determination, as the standard error with these methods is in the magnitude of millimeters, as long as the view length is less than 50 m. When creating a new construction map the requirement on stan...
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Karlstads universitet, Fakulteten för hälsa, natur- och teknikvetenskap (from 2013)
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ndltd-UPSALLA1-oai-DiVA.org-kau-470032016-11-09T05:13:03ZHöjdbestämningsmetoder vid upprättande av nybyggnadskartor : Jämförelse mellan nätverks-RTK och trigonometrisk höjdmätningsweHeight determination methods in establishment of new construction maps : Comparison between Network-RTK and trigonometric levellingAndersson, OlleBergstrand, Ann-CharlottKarlstads universitet, Fakulteten för hälsa, natur- och teknikvetenskap (from 2013)Karlstads universitet, Fakulteten för hälsa, natur- och teknikvetenskap (from 2013)2016Levelling and trigonometric height measurements are the methods that are mostly used today for height determination, as the standard error with these methods is in the magnitude of millimeters, as long as the view length is less than 50 m. When creating a new construction map the requirement on standard error differ from 1 (Fredriksson, 2011) to 10 cm (www.arvidsjaur.se) depending on which municipality it concerns. When using network RTK for measuring, the accuracy in height can fall below 3 cm when the conditions are optimal. The purpose of this paper is to investigate if network RTK can be used as an alternative to determinate height when accuracy under 10 cm is requested. Five points at locations with different conditions for accuracy got their height determined with the three methods mentioned above. Positional accuracy was formed for each point and method. The result from levelling was used as reference for the calculations. To compare the result with the requirements extended standard uncertainty, 2covering 95 %, was used. The result from trigonometric height measurement shows a position accuracy of 4 mm. From the network RTK, the points that were positioned without interference got a positional accuracy of 3.3 to 5.5 cm, while the points that were influenced by their environment, multipath interference and obstructions, got a positional accuracy of 123.3 cm and 234.4 cm. Positional accuracy of this method became 127.4 cm. The result from the height determination with network RTK shows big difference in accuracy for the different points. The conclusion is that network RTK measurement would not be a sufficiently accurate height determination method for preparation of a new construction map in an area similar to the one used for this test. Conversely, a construction map drawn up in an open area free from interference obstacles the results show that the network RTK is an approved method for determining height, depending on the requirements of the municipality. Student thesisinfo:eu-repo/semantics/bachelorThesistexthttp://urn.kb.se/resolve?urn=urn:nbn:se:kau:diva-47003application/pdfinfo:eu-repo/semantics/openAccess |
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NDLTD |
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Swedish |
format |
Others
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NDLTD |
description |
Levelling and trigonometric height measurements are the methods that are mostly used today for height determination, as the standard error with these methods is in the magnitude of millimeters, as long as the view length is less than 50 m. When creating a new construction map the requirement on standard error differ from 1 (Fredriksson, 2011) to 10 cm (www.arvidsjaur.se) depending on which municipality it concerns. When using network RTK for measuring, the accuracy in height can fall below 3 cm when the conditions are optimal. The purpose of this paper is to investigate if network RTK can be used as an alternative to determinate height when accuracy under 10 cm is requested. Five points at locations with different conditions for accuracy got their height determined with the three methods mentioned above. Positional accuracy was formed for each point and method. The result from levelling was used as reference for the calculations. To compare the result with the requirements extended standard uncertainty, 2covering 95 %, was used. The result from trigonometric height measurement shows a position accuracy of 4 mm. From the network RTK, the points that were positioned without interference got a positional accuracy of 3.3 to 5.5 cm, while the points that were influenced by their environment, multipath interference and obstructions, got a positional accuracy of 123.3 cm and 234.4 cm. Positional accuracy of this method became 127.4 cm. The result from the height determination with network RTK shows big difference in accuracy for the different points. The conclusion is that network RTK measurement would not be a sufficiently accurate height determination method for preparation of a new construction map in an area similar to the one used for this test. Conversely, a construction map drawn up in an open area free from interference obstacles the results show that the network RTK is an approved method for determining height, depending on the requirements of the municipality. |
author |
Andersson, Olle Bergstrand, Ann-Charlott |
spellingShingle |
Andersson, Olle Bergstrand, Ann-Charlott Höjdbestämningsmetoder vid upprättande av nybyggnadskartor : Jämförelse mellan nätverks-RTK och trigonometrisk höjdmätning |
author_facet |
Andersson, Olle Bergstrand, Ann-Charlott |
author_sort |
Andersson, Olle |
title |
Höjdbestämningsmetoder vid upprättande av nybyggnadskartor : Jämförelse mellan nätverks-RTK och trigonometrisk höjdmätning |
title_short |
Höjdbestämningsmetoder vid upprättande av nybyggnadskartor : Jämförelse mellan nätverks-RTK och trigonometrisk höjdmätning |
title_full |
Höjdbestämningsmetoder vid upprättande av nybyggnadskartor : Jämförelse mellan nätverks-RTK och trigonometrisk höjdmätning |
title_fullStr |
Höjdbestämningsmetoder vid upprättande av nybyggnadskartor : Jämförelse mellan nätverks-RTK och trigonometrisk höjdmätning |
title_full_unstemmed |
Höjdbestämningsmetoder vid upprättande av nybyggnadskartor : Jämförelse mellan nätverks-RTK och trigonometrisk höjdmätning |
title_sort |
höjdbestämningsmetoder vid upprättande av nybyggnadskartor : jämförelse mellan nätverks-rtk och trigonometrisk höjdmätning |
publisher |
Karlstads universitet, Fakulteten för hälsa, natur- och teknikvetenskap (from 2013) |
publishDate |
2016 |
url |
http://urn.kb.se/resolve?urn=urn:nbn:se:kau:diva-47003 |
work_keys_str_mv |
AT anderssonolle hojdbestamningsmetodervidupprattandeavnybyggnadskartorjamforelsemellannatverksrtkochtrigonometriskhojdmatning AT bergstrandanncharlott hojdbestamningsmetodervidupprattandeavnybyggnadskartorjamforelsemellannatverksrtkochtrigonometriskhojdmatning AT anderssonolle heightdeterminationmethodsinestablishmentofnewconstructionmapscomparisonbetweennetworkrtkandtrigonometriclevelling AT bergstrandanncharlott heightdeterminationmethodsinestablishmentofnewconstructionmapscomparisonbetweennetworkrtkandtrigonometriclevelling |
_version_ |
1718392190579769344 |