Academic literature on the topic 'High-precision levelling'

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Journal articles on the topic "High-precision levelling"

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Jiang, Z., M. Becker, P. Jousset, A. Coulomb, L. Tisserand, P. Boulanger, D. Lequin, F. Lhermitte, J. L. Houillon, and F. Dupont. "High precision levelling supporting the International Comparison of Absolute Gravimeters." Metrologia 49, no. 1 (November 17, 2011): 41–48. http://dx.doi.org/10.1088/0026-1394/49/1/007.

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Boardman, J. C. "HIGH PRECISION LEVELLING OF MOTORWAYS. BY LOW LEVEL HELICOPTER SURVEY." Photogrammetric Record 14, no. 84 (October 1994): 925–42. http://dx.doi.org/10.1111/j.1477-9730.1994.tb00294.x.

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Ustavich, G. A., A. V. Nikonov, V. G. Salnikov, N. M. Ryabova, and A. S. Gorilko. "The technique of the III and IV classes levelling performed with trigonometric method." Geodesy and Cartography 949, no. 7 (August 20, 2019): 2–11. http://dx.doi.org/10.22389/0016-7126-2019-949-7-2-11.

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The III and IV classes leveling are applied in the Russian Federation for extension of height networks, at creating elevation control for building and large-scale surveying. The actual state levelling specification foresees applying the only geometric levelling technique. The geometric leveling performed in hilly and uneven terrain is difficult. Total stations of high precision increase the accuracy of height differences between two points by leap-frog trigonometric leveling. Using high precision total station and fulfillment of methodological requirements made it possible to perform trigonometric levelling of the III and IV classes. The developed methodology includes leveling with length of the sighting beam up to 250 m, as well as for the purpose of additional control, to use the vertical basis of a known length as a target sight. The implementation of trigonometric levelling makes the surveying of hilly and uneven area easier, and makes the beam of sight longer, increasing the productivity of work.
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Sevil, Jorge, Alfonso Benito‐Calvo, and Francisco Gutiérrez. "Sinkhole subsidence monitoring combining terrestrial laser scanner and high‐precision levelling." Earth Surface Processes and Landforms 46, no. 8 (March 31, 2021): 1431–44. http://dx.doi.org/10.1002/esp.5112.

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Volkov, Victor, and Nikita Volkov. "Use of the program and goal-oriented approach to observe the vertical displacements of the earth’s surface in Russia." E3S Web of Conferences 91 (2019): 07023. http://dx.doi.org/10.1051/e3sconf/20199107023.

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The paper considers the problematic issues of the special aspects of solution of the problems of modern geodynamics and technogenic geomechanics in oil and gas fields based on the results of re-levelling. The disadvantages and fundamental errors traditionally made by mining and land surveyors in organizing and performing re-levelling on the territories of oil and gas fields are given. The results of high precision levelling, obtained on the territory of an oil and gas field using the program and goal-oriented approach for its formulation, are presented. The representativeness and sufficient accuracy of obtaining the results of re-levelling allowed us to establish significant speeds of geodynamic and technogenic displacements of the earth’s surface (0.4 - 3.6 mm/year) in the shortest time possible with high economic efficiency.
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Badellas, A., and P. Savaidis. "High precision geodetic levelling for monitoring floor settlements in a spinning mill." Australian Surveyor 34, no. 5 (March 1989): 472–81. http://dx.doi.org/10.1080/00050326.1989.10438559.

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Xiao, Jiang, and Zhou Yan Yu. "The Research on Applying High Precision Ultrasonic Ranging in the Auto-Levelling System of Paver." Advanced Materials Research 443-444 (January 2012): 3–8. http://dx.doi.org/10.4028/www.scientific.net/amr.443-444.3.

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Paver can finish paving, ramming and pressing in a time, with certain density, thickness, width. It is suitable for various grades of highway, airport and road construction. The auto-levelling system, as an important part of paver, makes paver simple operation, safe and reliable, greatly reduce the loss of raw material and manpower, and the control accuracy directly influences the quality of paving flatness. The problems faced of auto-levelling system are introduced firstly. Secondly, ultrasonic sensor range finder technology at home and abroad and the present situation and basic principle, characteristics of ultrasonic sensor are clarified. Third,the range affecting factors of the ranging accuracy are found and appropriate method is put forward to compensating and correcting. Eventually, the method applied in the CPLD EPM570T100C5N, based on the C8051F040 singlechip , ultrasonic ranging circuit are formed. This paper illustrates the hardware and software design of every circuit module.
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Caputo, R., A. Pellegrinelli, C. Bignami, A. Bondesan, A. Mantovani, S. Stramondo, and P. Russo. "High-precision levelling, DInSAR and geomorphological effects in the Emilia 2012 epicentral area." Geomorphology 235 (April 2015): 106–17. http://dx.doi.org/10.1016/j.geomorph.2015.02.002.

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Wang, De Bao, Yong Xiang Liu, and Wen Jing Yang. "Establishment of High Precision Horizontal and Vertical Control Network in Zoucheng City." Advanced Materials Research 864-867 (December 2013): 2787–91. http://dx.doi.org/10.4028/www.scientific.net/amr.864-867.2787.

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The paper uses D level, E level and the level of GPS control network establishment satellite space geodetic network in Zoucheng city, through the baseline calculating, classic adjustment of free network, three-dimensional unconstrained adjustment and two-dimensional constraint adjustment to get the WGS-84 three dimensional coordinates and 1980 xi 'an horizontal coordinates of control points; then using the fourth-order levelling connection survey all D-level and part E-level control points to build vertical control network, for the remaining GPS control points we utilize quadric function method using GPS elevation fitting given its elevation seek to obtain three-dimensional coordinates of all the basic control points.
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Hirt, Christian, and Jakob Flury. "Astronomical-topographic levelling using high-precision astrogeodetic vertical deflections and digital terrain model data." Journal of Geodesy 82, no. 4-5 (July 18, 2007): 231–48. http://dx.doi.org/10.1007/s00190-007-0173-x.

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Dissertations / Theses on the topic "High-precision levelling"

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Staněk, Antonín. "Měření přesné opakované nivelace na polygonu Tetčice." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226599.

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The diploma thesis deals with monitoring vertical shifts in the village Tetčice, located at the contact of two geological units in Boskovice furrow. The theoretical part describes the geological structure of the site and the technology high-precision levelling. It also includes measuring and graphic processing, including follow-up on results of previous stages.
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Zajíčková, Katarína. "Gravimetrická měření a opakovaná nivelace na polygonu Tetčice." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-390234.

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The object of this master´s thesis was levelling and weight measurement of the Tetčice polygon through which passes the fault of the Boskovice furrow. This is the 10th period of levelling and the second period of gravimetric measurement. The theoretical part describes the geological structure of the site, technology of high-precision levelling and technology of gravimetric measurement. The first part of the practical part deals with my own levelling measurement, the calculation of the resulting cambers and heights, consequential comparasion of the results with previous periods and, especially, with evaluation of the vertical movement tendecies. The second part of the practical part deals with my own gravimetric measurement, the calculation of the complete Bouguer gravity anomaly, creation map of complete Bouguer gravity anomaly and as well as evaluation of gravimetric measurement in relation to the results of the previous periods.
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Books on the topic "High-precision levelling"

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Chrzanowski, Adam. Implementation of trigonometric height traversing in geodetic levelling of high precision. Fredericton, N.B: University of New Brunswick, Dept. of Surveying Engineering, 1989.

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Conference papers on the topic "High-precision levelling"

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Birvydienė, Rosita, Algirdas Butkus, Arūnas Būga, Ramunas Dedela, Ricardas Kolosovskis, Boleslovas Krikštaponis, Arvydas Musteikis, et al. "Final Results of Establishment of the Geodetic Vertical Second Order Network of Lithuania." In Environmental Engineering. VGTU Technika, 2017. http://dx.doi.org/10.3846/enviro.2017.166.

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The methodology of all kinds of geodetic measurements of the Geodetic Vertical Second Order Network, the information on the observation data received and main results of the accuracy estimation and adjustment of the network are presented. In 2006 the development of the Geodetic Vertical First Order Network of Lithuania was completed. It was the basis to adopt the Height System of Lithuania (LAS07). The densification of the Geodetic Vertical First Order Network started in 2010 by development of the Geodetic Vertical Second Order Network. The Second Order Network consists of 74 levelling lines, and total length of them is 3087 km. In the period of 2010–2013 the 16 levelling lines (814 km) were observed. Rest of levelling lines were observed in 2013–2016. Total number of benchmarks is 2099. The levelling was executed by digital levels Trimble DiNi12 and coded rods Nedo LD13. All ground benchmarks were positioned by GPS receivers Trimble 5700 and Trimble Zephyr Geodetic antennas. LitPOS stations served as fiducial points. The gravity accelerations at all benchmarks were observed by gravimeters Scintrex CG-5. The levellings of the Second Order Network carried out is characterized by high precision: the double run of one kilometre levelling RMS error does not exceeds 0.7 mm. The adjustments of the second order levelling lines applying least square method were executed separately in each region outlined by the First Order network lines and border of a country.
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Markovic, Milos. "ESTIMATION OF THE DEFLECTION OF VERTICAL COMPONENTS USING PRECISE LEVELLING AND GNSS MEASUREMENTS ON HIGH PRECISION LEVELLING NETWORK OF SERBIA." In 19th SGEM International Multidisciplinary Scientific GeoConference EXPO Proceedings. STEF92 Technology, 2019. http://dx.doi.org/10.5593/sgem2019/2.2/s09.014.

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