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Test of Vibrations Influence on the Measurement Accuracy in the Precise Digital Leveller Trimble Dini 03 And Comparison of its Vibration Sensitivity with Leveller Ni 002

Kurnatowski Marek

Civil and Environmental Engineering Reports

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2020

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Vol. 30, no. 4

112--124

PL

The article presents findings from research on the effect of vibrations on the accuracy of measurement with an automatic precise digital leveller. A special research station was created to induce vibrations on a leveller and to measure vibration parameters that affect staff reading. It contains description of discovered relationship between the vibration parameters and the mean error of a single height difference measurement. The range of frequencies for which the measurement was possible was estimated. The reliability of the measured values obtained under specific vibration conditions was also analysed. The results of current research were compared with similar studies on analogue leveller Ni 002. The conclusions described in this paper can be helpful in engineering measurements under adverse conditions of ambient vibrations.

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Calibration of surveying instruments and tools – means to the quality increase of deformation measurements

Ježko J.

Journal of Sustainable Mining

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2014

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Vol. 13, iss. 4

17--22

EN

Purpose This paper describes selected control and calibration procedures of some surveying instruments and tools (digital levels and code bar levelling staffs, total stations and electronic tacheometers, and reflective systems). Methods The calibration of horizontal circles of optical and electronic theodolites can be carried out under laboratory conditions, e.g. on an automated device for the calibration of optical polygons EZB-3 in the Slovak Institute of Metrology in Bratislava (SIM). Results The results of testing the influence of lighting when working with a digital levelling instrument are presented. Furthermore, the procedure and results of the calibration of horizontal circles of surveying instruments on a calibration device (Slovak Institute of Metrology in Bratislava) are described in this paper. Practical implications The result of such calibration is a set of horizontal scale corrective values for particular nominal values of the scale, determined using a series of measurements, and eventually the provision of the parameters of approximating function. Originality/ value The use of a laser interferometer (laser measurement system XL 10 f. RENISHAW) for the calibration of the code leveling rod, respectively of the system calibration (digital leveling device – code late) prepared by the Department of Geodesy, SUT Bratislava with the help of European projects, will then be implemented in a unique facility in the Slovak Republic.

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Wstępne badanie zestawów łat kodowych z użyciem niwelatorów cyfrowych na komparatorze IGiK w wersji "nieruchomy niwelator - ruchoma łata"

Janusz J., Janusz W., Kaliński A., Kołodziejczyk M., Toruński A.

Prace Instytutu Geodezji i Kartografii

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2004

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T. 50, z. 108

43-72

PL

Opisano konstrukcję zaprojektowanego i wykonanego w Instytucie Geodezji i Kartografii komparatora łat kodowych z użyciem niwelatorów cyfrowych w wersji "nieruchomy niwelator cyfrowy - ruchoma łata kodowa", omówiono wyniki badań porównawczych komparatorów oraz wyniki wstępnego badania zestawów niwelatorów cyfrowych DiNi 11, DiNi 12 firmy Zeiss i łat kodowych LD 13, niwelatorów cyfrowych NA3000, NA 3003 firmy Leica i łat kodowych GPCL 2, GPCL 3 oraz łaty kodowej i niwelatora cyfrowego DL101-C firmy Topcon.

EN

Calibration of code staffs should be done with the use of laser interferometer and digital level, which is utilized for field measurements applying the calibrated staffs, as not only staff graduation is checked, but ability of self-dependent, correct measurements and conversion to metric system by leveling instrument is also verified. Calibration can be done on comparator in version "movable digital level - fixed code staff", constructed at the Institute of Geodesy and Cartography in Warsaw in March 2003, when there was no adequately high laboratory to move staffs vertically. Such a comparator was described in IGiK Proceedings (J. Janusz, W. Janusz, M. Kolodziejczyk, 2003a,b). In January 2004, at new laboratory, which enables to move staffs vertically, new comparator in version "fixed digital level movable code staff" was constructed at the Institute of Geodesy and Cartography. Construction of this comparator and results of comparative examinations of both versions were described in the presented work. It was found, that using comparator in version "fixed digital level movable code staff" it is possible to obtain higher precision of calibration, because level's readouts are not affected with changes of comparator position and with variable refraction distortions of axis of collimation, while aiming telescope at different levels. The results of calibration for the following code staffs were discussed: - 8 LD 13 code staffs with the use of Zeiss DiNi 11 and DiNi 12 digital levels; - 2 GPCL2 code staffs and 2 GPPCL3 code staff s with the use of Leica NA 3003 digital level, as well as 2 GPCL2 code staffs using Leica NA 3000 digital level; - one code staff with the use of Topcon DL 101-C digital level. It was found, that readouts on staffs can be done with mean errors 3-7 [...]m, while A coefficient of systematic error can be determined with mean error mA = 1 - 3 [...]m/m. At the same time it was found, that A coefficient, which characterizes deviation of the average meter of graduation, did not exceed for all checked staffs 15 [...]m/m, although some of these staffs were intensively exploited for about 7 years. In the course of examination of LD 13 staffs with the use of DiNi 11 level it was found, that staff graduation can be affected locally with great errors, around 0,2 mm, while aiming at fragment of graduation, which is permanently damaged by its scratching or uncleanness. Some examples were given, how to determine on comparator with the use of digital level those fragments of staff graduation around damages, which should not be taken for readouts.

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Dbajmy o łaty

Janusz J., Janusz W.

Geodeta : magazyn geoinformacyjny

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2004

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nr 12

52--53