Propozycja adaptacji istniejącej bazy komparacyjnej GML AGH jako ruchomej bazy testowej dla potrzeb wyznaczania dokładności dalmierzy laserowych instrumentów skanujących
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RIS BIB ENDNOTEThe proposal of adaptating the existing comparative base of GLM AGH as moving test base to determine the accuracy of laser telemeters in scanning instruments
Data publikacji: 16.11.2016
Geoinformatica Polonica, 2016, Vol. 15 (2016), s. 23 - 36
https://doi.org/10.4467/21995923GP.16.003.5480Autorzy
The proposal of adaptating the existing comparative base of GLM AGH as moving test base to determine the accuracy of laser telemeters in scanning instruments
Determination of the accuracy characteristics of geodetic instruments is – according to the law – the duty of geodetic services doing all the surveying. The certificates are given by the authorized units equipped in special comparative bases. The specifics of modern scanning instruments require much research to get full information about real accuracy of instrument. Wide application of refl ectorless measurements in the inventory and monitoring of the natural and anthropogenic objects requires the recognition of accuracy parameters of the defi nite instrument. This refers both to positioning the head based on reference points, but also the components of the situation error of the point in the cloud. An important component included in the situation error of the point the error of the distance measurement in the option of full automation. Automatism and short time of the measurement of the set of point requires specifi c approach to the way of determining the characteristic of telemeter. One can use the existing bases for this purpose. In article the algorithm of the use of existing comparative base of the Geodetic Metrological Laboratory of AGH for the needs of testing refl ectorless telemeters of scanning total stations of laser scanners within the range of the present length of the base in the online mode.
Abbas M.A., Setan H., Majid Z., Chong A.K., Idris K.M., Aspuri A., (2013): Calibration and Accuracy Assessment of Leica ScanStation C10 Terrestrial Laser Scanner. Developments in Multidimensional Spatian Data Models, Lecture Notes in Geoinformation and Cartography, Springer-Verlag Berlin Heidelberg
Abbas M.A., Lichti D.D., Chong A.K., Setan H., Majid Z., (2014): An on-site approach for the self-calibration of terrestial laser scanner, Measurement no. 52, pp. 111–123
Antanavičiūtė U., Obuchovski R., , Paršeliūnas E.K., Popovas M.G.D., Šlikas D., (2013): Some issues regarding the calibration of the terrestrial laser scanner Leica Scanstation C10. Geodesy and Cartography, vol. 39
Banaś M., (2012): Analiza metod określania poziomych przemieszczeń punktów reprezentujących sieć testową na terenie PWSTE w Jarosławiu. Geomatyka i Inżynieria – kwartalnik PWSTE w Jarosławiu no. 3
Bhatla A., Choe S.Y., Fierro O., Leite F., (2012): Evaluation of accuracy of as-built 3D modeling from photos taken by handheld digits cameras, Automation in Construction, vol. 28,m pp. 116–127
Bosche F., (2015): Terrestial laser scanning and continuous wavelet transform for controlling surface fl atness in construction – A first investigation, Advanced Engineering Informatics (Article in Press)
Buga, A., Jokela, J., Putrimas, R., (2008): Traceability, stability and use of the Kyviskes calibration baseline. 7th International Conference Environmental Engineering, 22–23 May, Vilnius. Technika, pp. 1274–1280
Chan T.O., Lichti D., Belton D., (2015): A rigotous cylinderbased self-calibration approach for terrestial laser scanners, ISPRS Journal of Photogrammetry and Remote Sensing, vol. 99, pp. 84–99
Chow J.C.K., Lichti D.D., Teskey W.F., (2010): Self-calibration of the Trimble (Mensi) GS200 Terrestrial Laser Scanner. International Archives of Photogrammetry, Remote Sensing and Spatial Information Sciences, Vol. XXXVIII, Part 5 Commission V Symposium, Newcastle upon Tyne, United Kingdom
Frukacz M., Markiewicz M., (2000): Badanie precyzyjnych łat niwelacyjnych w aspekcie pomiarów sieci wysokościowych I i II klasy, praca magisterska pod kierunkiem dr inż. Andrzeja Pokrzywy (opracowanie niepublikowane), AGH Kraków
Gawałkiewicz R., (2005): Określenie charakterystyk dokładnościowych wybranych instrumentów laserowych, Geodezja : półrocznik Akademii Górniczo-Hutniczej im. Stanisława Staszica w Krakowie, t. 11 z. 1/1 s. 99–113, Wydawnictwa Naukowo–Dydaktyczne AGH Kraków
Gawałkiewicz R., (2006): Nowoczesne technologie geodezyjne w inwentaryzacji wielkokubaturowych obiektów podziemnych, rozprawa doktorska niepublikowana pod kierunkiem prof. dr hab. inż. Jacka Szewczyka, AGH Kraków
Golparvar –Fard M., Bohn J., Teizer J., Savarese S., Pena-Mora F., (2011): Evaluation of image-based modeling and laser scanning accuracy for emerging automated performance monitoring techniques, Automation in Construction, vol. 20, pp. 1143–1155
Hazelton N.W.J (2009): Instrument Calibration for the 21st Century. MSPS 57th Annual Meeting, St. Cloud, MN, 28–30 January
Janusz J., Janusz W., (2001): Łamana Baza Długości do komparacji dalmierzy elektromagnetycznych, Prace Instytutu Geodezji i Kartografi i, tom XLVIII, zeszyt 103, s. 115 –138
Janusz J., Janusz W., Kołodziejczyk M., (2003): Wzorcowanie niwelatorów cyfrowych i łat kodowych oraz łat z podziałem równomiernym, Instytut Geodezji i Kartografi i, seria monograficzna no. 7, Warszawa
Kersten Th., Sternberg H., Mechelke K., Acevedo Pardo C., (2004): Terrestrial laser scanning system Mensi GS100/ GS200 – accuracy tests, experiences and projects at the Hamburg University of applied sciences. Panoramic Photogrammetry Workshop 2004, organised by TU Dresden, University of Stuttgart and ISPRS WG V/1
Kutalmis G., Halil E., (2013): The Comparison Of Accuracy Of Length Measurement Obtained From Terrestrial Laser Scanner And Total Station. EGU General Assembly 2013, 7–12 April, 2013 in Vienna, Austria
Lechner J., Cervinka L., Umnov I., (2008): Geodetic Surveying Tasks for Establishing a National Long Length Standard Baseline, Integrating Generations, FIG Working Week 14–19 June, Stockholm Sweden
Lichti D.D., (2006): Error modelling, calibration and analysis of an AM-CW terrestrial laser scanner system, ISPRS Journal of Photogrammetry and Remote Sensing, vol. 61, pp. 307–324
Lichti D.D., (2010): Terrestrial laser scanner self-calibration: Correlation sources and their mitigation, ISPRS Journal of Photogrammetry and Remote Sensing, vol. 65, pp. 93–102
Marcak H., 2001: Satelitarne obrazy radarowe, Geoinformatica Polonica – Prace Komisji Geoinformatyki, Polska Akademia Umiejetności, zeszyt 3, Kraków
Pareja F., Paglos A.G., Oliva J.V., 2013: Terrestial Laser Scanner (TLS) Equipment Calibration, The Manufacturing Engineering Society International Conference, MESIC 2013, Procedia Engineering , no. 63, pp. 278–286
Rondeel S., Barry M., Lichti D.D., (2015): Laser Scanner Validation Methods for Land Surveyors. FIG Working Week 2015 From the Wisdom of the Ages to the Challenges of the Modern World Sofi a, Bulgaria, 17–21 May 2015
Salo P., Jokinen O., Kukkob A., (2008): On the calibration of the distance measuring component of a Terrestrial Laser Scanner. The International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences. Vol. XXXVII. Part B5. Beijing
Schultz Th., (2007): Calibration of a Terrestrial Laser Scanner for Engineering Geodesy. dissertation, Eidgenössische Technische Hochschule Zürich
Skaloud J., Lichti D., 2006: Rigorous approach to bore-sight self-calibration in airborne laser scanning, ISPRS Journal of Photogrammetry and Remote Sensing, vol. 61, pp. 47–59 User’s Guide HP 5529A – Hewlett Packard, California USA 1994
[1] Ustawa Prawo o miarach [The Law on Measurements] (Dz. U. z 2004 r. No. 243, position 2441 with later amendments)
[2] Dyrektywa o przyrządach pomiarowych (MID – Measuring Instruments Directive), Dziennik Urzędowy Unii Europejskiej No. L135, 30th April 2004 (chapter 13, vol. 34)
[3] Rozporządzenie Ministra Spraw Wewnętrznych i Administracji w sprawie standardów technicznych wykonywania geodezyjnych pomiarów sytuacyjnych i wysokościowych oraz opracowywania i przekazywania wyników tych pomiarów do państwowego zasobu geodezyjnego i kartograficznego [The Enactment of the Minister of Internal Affairs and Administration on technical Standards of Making Surveying and Geodetic Measurements and Processing and Transferring These Results to the State Geodetic and Cartographic Resource] of 9th November 2011 (Dz.U. 263, position 1572)
Informacje: Geoinformatica Polonica, 2016, Vol. 15 (2016), s. 23 - 36
Typ artykułu: Oryginalny artykuł naukowy
Tytuły:
The proposal of adaptating the existing comparative base of GLM AGH as moving test base to determine the accuracy of laser telemeters in scanning instruments
AGH University of Science and Technology in Krakow, Faculty of Mining Surveying and Environmental Engineering
Publikacja: 16.11.2016
Status artykułu: Otwarte
Licencja: CC BY-NC-ND
Udział procentowy autorów:
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