En jämförelse mellan tre geodetiska tekniker

Terrestrial Laser Scanning (TLS) is a technique to rapidly collect detailed and accurate data of an object. The technology can briefly be described as a laser beam emitted by an instrument which sweeps across a target object collecting millions of closely placed coordinates (x,y,z) in a matter of mi...

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Bibliographic Details
Main Author: Bruce, Peter
Format: Other/Unknown Material
Language:Swedish
Published: Lunds universitet/Utbildningar i Helsingborg 2013
Subjects:
rtk
Online Access:http://lup.lub.lu.se/student-papers/record/3958760
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spelling ftulundlupsp:oai:lup-student-papers.lub.lu.se:3958760 2023-07-30T04:06:32+02:00 En jämförelse mellan tre geodetiska tekniker Bruce, Peter 2013 application/pdf http://lup.lub.lu.se/student-papers/record/3958760 swe swe Lunds universitet/Utbildningar i Helsingborg http://lup.lub.lu.se/student-papers/record/3958760 terrester laserskanning punktmoln felkällor totalstation rtk Technology and Engineering M2 2013 ftulundlupsp 2023-07-11T20:06:58Z Terrestrial Laser Scanning (TLS) is a technique to rapidly collect detailed and accurate data of an object. The technology can briefly be described as a laser beam emitted by an instrument which sweeps across a target object collecting millions of closely placed coordinates (x,y,z) in a matter of minutes. Terrestrial Laser Scanning technology has existed for a long time however only in recent years has the technology become more widely used in the construction industry. This is due to the equipment becoming cheaper and easier to handle using different software. For example the technology is now used for as-built documentation, volume calculations and mass movement monitoring. Another type of measurement method is with the traditional total station. In contrast to the terrestrial laser scanner the total station only measures one coordinate at a time but with higher accuracy. The current problem with total station measurements is the high safety risk it poses at intersections due to having to enter traffic to take measurements. The aim of this thesis is to investigate the possibility of replacing traditional total station measuring with Terrestrial Laser Scanning at intersections. Comparisons are made between total station and scanning measurements at the Sölvegatan/Tornavägen intersection in Lund. Details such as the corners of the crossings, refuge islands and ramps have been measured with total station in order to do distance comparisons with the laser scanning data. Comparisons have also been made between GPS and total station measurements. The measurements have been performed with a total station (Leica TPS 1200+) and a Terrestrial Laser Scanner (Leica ScanStation P20). Cyclone 8.0 has been used for working with the scan data. The results presented in Chapter 4 show that terrestrial laser scanner may replace measurements with a total station. Terrestrial laser scanner is also more accurate than the RTK measurements. It is important to note that the results are still inconclusive as the measurement methods ... Other/Unknown Material Refuge Islands Lund University Publications Student Papers (LUP-SP) Refuge Islands ENVELOPE(-67.166,-67.166,-68.350,-68.350)
institution Open Polar
collection Lund University Publications Student Papers (LUP-SP)
op_collection_id ftulundlupsp
language Swedish
topic terrester laserskanning
punktmoln
felkällor
totalstation
rtk
Technology and Engineering
spellingShingle terrester laserskanning
punktmoln
felkällor
totalstation
rtk
Technology and Engineering
Bruce, Peter
En jämförelse mellan tre geodetiska tekniker
topic_facet terrester laserskanning
punktmoln
felkällor
totalstation
rtk
Technology and Engineering
description Terrestrial Laser Scanning (TLS) is a technique to rapidly collect detailed and accurate data of an object. The technology can briefly be described as a laser beam emitted by an instrument which sweeps across a target object collecting millions of closely placed coordinates (x,y,z) in a matter of minutes. Terrestrial Laser Scanning technology has existed for a long time however only in recent years has the technology become more widely used in the construction industry. This is due to the equipment becoming cheaper and easier to handle using different software. For example the technology is now used for as-built documentation, volume calculations and mass movement monitoring. Another type of measurement method is with the traditional total station. In contrast to the terrestrial laser scanner the total station only measures one coordinate at a time but with higher accuracy. The current problem with total station measurements is the high safety risk it poses at intersections due to having to enter traffic to take measurements. The aim of this thesis is to investigate the possibility of replacing traditional total station measuring with Terrestrial Laser Scanning at intersections. Comparisons are made between total station and scanning measurements at the Sölvegatan/Tornavägen intersection in Lund. Details such as the corners of the crossings, refuge islands and ramps have been measured with total station in order to do distance comparisons with the laser scanning data. Comparisons have also been made between GPS and total station measurements. The measurements have been performed with a total station (Leica TPS 1200+) and a Terrestrial Laser Scanner (Leica ScanStation P20). Cyclone 8.0 has been used for working with the scan data. The results presented in Chapter 4 show that terrestrial laser scanner may replace measurements with a total station. Terrestrial laser scanner is also more accurate than the RTK measurements. It is important to note that the results are still inconclusive as the measurement methods ...
format Other/Unknown Material
author Bruce, Peter
author_facet Bruce, Peter
author_sort Bruce, Peter
title En jämförelse mellan tre geodetiska tekniker
title_short En jämförelse mellan tre geodetiska tekniker
title_full En jämförelse mellan tre geodetiska tekniker
title_fullStr En jämförelse mellan tre geodetiska tekniker
title_full_unstemmed En jämförelse mellan tre geodetiska tekniker
title_sort en jämförelse mellan tre geodetiska tekniker
publisher Lunds universitet/Utbildningar i Helsingborg
publishDate 2013
url http://lup.lub.lu.se/student-papers/record/3958760
long_lat ENVELOPE(-67.166,-67.166,-68.350,-68.350)
geographic Refuge Islands
geographic_facet Refuge Islands
genre Refuge Islands
genre_facet Refuge Islands
op_relation http://lup.lub.lu.se/student-papers/record/3958760
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