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Every measurement performed must have an error, one of them is derived from the inside of instrument used. This error usually called as systematical error. In order to minimize the effects of systematical error, some calibration can applied to the instrument. In this research, the instrument will be...

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Main Author: ADHITIAPUTRA (NIM: 15109009); Tim Pembimbing: Prof. Dr. Ir. Hasanuddin Z. Abidin, M.Sc.; Irwa, RAHMAN
Format: Final Project
Language:Indonesia
Online Access:https://digilib.itb.ac.id/gdl/view/19208
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Institution: Institut Teknologi Bandung
Language: Indonesia
id id-itb.:19208
spelling id-itb.:192082017-10-09T10:51:10Z#TITLE_ALTERNATIVE# ADHITIAPUTRA (NIM: 15109009); Tim Pembimbing: Prof. Dr. Ir. Hasanuddin Z. Abidin, M.Sc.; Irwa, RAHMAN Indonesia Final Project INSTITUT TEKNOLOGI BANDUNG https://digilib.itb.ac.id/gdl/view/19208 Every measurement performed must have an error, one of them is derived from the inside of instrument used. This error usually called as systematical error. In order to minimize the effects of systematical error, some calibration can applied to the instrument. In this research, the instrument will be calibrated is Terrestrial Laser Scanner (TLS). Since TLS is an instrument within new technology, there is no standardized method of TLS calibration. According to Optical Test and Calibration Ltd, calibration is the activity of checking, by comparison with a standard, the accuracy of a measuring instrument of any type. So, in this reaserch, the calibration will be carried out is by comparing the measurement results of TLS with the measurement results of ETS which is has a true measurement results. <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> In the process of its implementation, the calibration is performed in a room that has been set targets that will become the object of measurement. Data acquisition with TLS is started by scanning the target and followed by scanning the room. The acquisition of data with the ETS is only done by measure the existing target. The results from these two data acquisition are then processed to obtain the data to be compared, i.e. the data range and target coordinates result. The difference between the results of the comparison shall be considered as the value of the measurement error of the TLS. From this research, the average value of distance differences is 4 mm and the average value of targets coordinate differences are -4 mm on e-axis (easting), -2 mm on n-axis (northing), and -3.2 m on u-axis (up). text
institution Institut Teknologi Bandung
building Institut Teknologi Bandung Library
continent Asia
country Indonesia
Indonesia
content_provider Institut Teknologi Bandung
collection Digital ITB
language Indonesia
description Every measurement performed must have an error, one of them is derived from the inside of instrument used. This error usually called as systematical error. In order to minimize the effects of systematical error, some calibration can applied to the instrument. In this research, the instrument will be calibrated is Terrestrial Laser Scanner (TLS). Since TLS is an instrument within new technology, there is no standardized method of TLS calibration. According to Optical Test and Calibration Ltd, calibration is the activity of checking, by comparison with a standard, the accuracy of a measuring instrument of any type. So, in this reaserch, the calibration will be carried out is by comparing the measurement results of TLS with the measurement results of ETS which is has a true measurement results. <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> In the process of its implementation, the calibration is performed in a room that has been set targets that will become the object of measurement. Data acquisition with TLS is started by scanning the target and followed by scanning the room. The acquisition of data with the ETS is only done by measure the existing target. The results from these two data acquisition are then processed to obtain the data to be compared, i.e. the data range and target coordinates result. The difference between the results of the comparison shall be considered as the value of the measurement error of the TLS. From this research, the average value of distance differences is 4 mm and the average value of targets coordinate differences are -4 mm on e-axis (easting), -2 mm on n-axis (northing), and -3.2 m on u-axis (up).
format Final Project
author ADHITIAPUTRA (NIM: 15109009); Tim Pembimbing: Prof. Dr. Ir. Hasanuddin Z. Abidin, M.Sc.; Irwa, RAHMAN
spellingShingle ADHITIAPUTRA (NIM: 15109009); Tim Pembimbing: Prof. Dr. Ir. Hasanuddin Z. Abidin, M.Sc.; Irwa, RAHMAN
#TITLE_ALTERNATIVE#
author_facet ADHITIAPUTRA (NIM: 15109009); Tim Pembimbing: Prof. Dr. Ir. Hasanuddin Z. Abidin, M.Sc.; Irwa, RAHMAN
author_sort ADHITIAPUTRA (NIM: 15109009); Tim Pembimbing: Prof. Dr. Ir. Hasanuddin Z. Abidin, M.Sc.; Irwa, RAHMAN
title #TITLE_ALTERNATIVE#
title_short #TITLE_ALTERNATIVE#
title_full #TITLE_ALTERNATIVE#
title_fullStr #TITLE_ALTERNATIVE#
title_full_unstemmed #TITLE_ALTERNATIVE#
title_sort #title_alternative#
url https://digilib.itb.ac.id/gdl/view/19208
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