Relevant bibliographies by topics / Precisse leveling

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Precisse leveling'

Author: Grafiati
Published: 4 June 2021
Last updated: 17 February 2022

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Journal articles on the topic "Precisse leveling"

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Som, Z. A. M., A. M. Yazid, T. K. Ming, and N. M. Yazid. "THE UNIFIED LEVELLING NETWORK OF SARAWAK AND ITS ADJUSTMENT." ISPRS - International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences XLII-4/W1 (September 30, 2016): 271–75. http://dx.doi.org/10.5194/isprs-archives-xlii-4-w1-271-2016.

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The height reference network of Sarawak has seen major improvement in over the past two decades. The most significant improvement was the establishment of extended precise leveling network of which is now able to connect all three major datum points at Pulau Lakei, Original and Bintulu. Datum by following the major accessible routes across Sarawak. This means the leveling network in Sarawak has now been inter-connected and unified. By having such a unified network leads to the possibility of having a common single least squares adjustment been performed for the first time. The least squares ad
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Dingliang, Yang, Zou Jingui, Shen Yanwen, and Hongbin Zhu. "Research and Application of Trigonometric Leveling to Replace Precise Leveling." Journal of Surveying Engineering 147, no. 3 (2021): 04021012. http://dx.doi.org/10.1061/(asce)su.1943-5428.0000366.

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Park, Joon-Kyu, and Jong-Soon Ahn. "Construction of Precise Local Geoid using GPS/Leveling." Journal of the Korea Academia-Industrial cooperation Society 15, no. 7 (2014): 4595–600. http://dx.doi.org/10.5762/kais.2014.15.7.4595.

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Zhenglu, Zhang, Zhang Kun, Deng Yong, and Luo Changlin. "Research on precise trigonometric leveling in place of first order leveling." Geo-spatial Information Science 8, no. 4 (2005): 235–39. http://dx.doi.org/10.1007/bf02838654.

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Vega Fernádez, Alonso, Oscar Lücke Castro, and Jaime Garbanzo Leon. "Geoid heights in Costa Rica, Case of Study: Baseline Along the Central Pacific Zone." Revista Ingeniería 30, no. 1 (2019): 1–20. http://dx.doi.org/10.15517/ri.v30i1.35839.

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A precise orthometric height (H) and orthometric height difference (ΔH) determination is required in many fields like construction, geodesy and geophysics. H is often obtained from an ellipsoidal height (h) and geoid height (N) of a geoid model (GM) because this computation does not have the spirit leveling restrictions on long distances. However, the H accuracy depends on the GM local area adaptation, and current global geoid models (GGMs) have not been yet evaluated for Costa Rica. Therefore, this paper aims to determine which GGM maintains a better fit with a GPS/levelling baseline that con
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Teskey, W. F., and J. F. Wentzel. "A method of precise trigonometric leveling for deformation surveys." CISM journal 43, no. 4 (1989): 357–65. http://dx.doi.org/10.1139/geomat-1989-0037.

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A method of precise trigonometric leveling, for application in deformation survey networks that are periodically observed, is described. The advantages over precise spirit leveling are outlined and the special observational and analysis procedures required in the method are given. The method is then applied to the Barrier Dam Deformation Survey Network and a comparison is made with precise spirit leveling results. The results indicate that vertical movements of 5 millimeters over lines of observation of 500 meters can be detected.
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Dimitrov, Nikolay, Ivan Georgiev, and Petar Danchev. "REFRACTION CORRECTION IN PRECISE LEVELING OBSERVATIONS FOR NATIONAL LEVELING NETWORK FIRST ORDER." Geodesy and cartography 46, no. 4 (2020): 159–62. http://dx.doi.org/10.3846/gac.2020.11555.

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The paper deals with some problems when applying a correction to reduce the effect of vertical refraction in precise leveling observation. An example for calculating the refraction correction for one first order leveling line with length of 109 km in Bulgaria is given. Comparison between the obtained errors before and after applying refraction correction has been made. The results show that is important to measure the temperatures simultaneously with the leveling by aspiration thermometer with an accuracy of ±0.1 °C. It is recommended to make experimental research and to adopt appropriate for
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Liibusk, Aive, Artu Ellmann, Tarmo Kõuts, and Harli Jürgenson. "Precise Hydrodynamic Leveling by Using Pressure Gauges." Marine Geodesy 36, no. 2 (2013): 138–63. http://dx.doi.org/10.1080/01490419.2013.771594.

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Zou, J., Y. Zhu, Y. Xu, Q. Li, L. Meng, and H. Li. "Mobile precise trigonometric levelling system based on land vehicle: an alternative method for precise levelling." Survey Review 49, no. 355 (2016): 249–58. http://dx.doi.org/10.1080/00396265.2016.1163877.

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Albattah, Mahmoud. "LANDSLIDE MONITORING USING PRECISE LEVELLING OBSERVATIONS." Survey Review 37, no. 288 (2003): 127–36. http://dx.doi.org/10.1179/sre.2003.37.288.127.

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Dissertations / Theses on the topic "Precisse leveling"

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Bocková, Lenka. "Měření svislých posunů kostela v Zábrdovicích." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-227126.

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The diploma thesis deals with measuring height new stage of the church network in Brno Zabrdovice. Measuring by using method of precise leveling be going on with previous stage began in 2002, in order to detect vertical displacement. Processing include calculation and adjust of the heights, compare with fundamental and previous stage, interpretation and graphical form of vertical displacement. The thesis includes measuring and processing angular deflection of church towers.
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Davison, M. "Refraction effects in precise surveying measurements." Thesis, University of Nottingham, 1987. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.378767.

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Fryksten, Jonas. "Study on ongoing subsidence in Uppsala City using Sentinel-1 radar data." Thesis, Högskolan i Gävle, Samhällsbyggnad, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:hig:diva-30076.

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Many cities in Sweden are partly located on clay and because of that, some urban city centres are undergoing significant subsidence. To measure subsidence in cities, precise leveling has been the traditional technique, but the interest for the Persistent Scatter InSAR (PSI) technique has increased in the last years, in this application. With the PSI technique, a mm-accuracy can be obtained and the analyses can be done over large areas. In this study, a validation between the PSI and the precise leveling techniques was performed for a selection of buildings located in areas that are facing grea
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Dvořák, Jiří. "Opakovaná GPS měření na polygonu Tetčice a jejich interpretace." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2012. http://www.nusl.cz/ntk/nusl-225422.

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This thesis deals with monitoring shifts in the vicinity of the village Tetčice. The site is located at the interface of geomorphological units. Monitor the area is done in stages and methods of using GPS and precise leveling. Points tested are expected movements in places the earth's crust, which are stabilized on the pillars in order to avoid possible negative effects. The work builds on results from previous measurements.
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Corrêa, Cícero Pimentel. "MÉTODOLIA PARACONTROLE DE RECALQUES EM ESTRUTURAS DE CONCRETO ARMADO POR MEIO DE NIVELAMENTO GEOMÉTRICO DE PRECISÃO." Universidade Federal de Santa Maria, 2012. http://repositorio.ufsm.br/handle/1/7805.

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Civil construction on the rise over the past years, and the events of structural accidents in the meantime, gave rise to a methodology for monitoring structure settlings through precise geometric leveling topographic surveys. The methodology was conducted in a reinforced concrete drinking water reservoir structure, of the Rio Grande do Sul Basic Sanitation Company (CORSAN), now at its final construction stage, located in the municipality of Santa Cruz do Sul RS. All data obtained from the newly developed methodology were observed right after the conclusion of the work and during the beginnin
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Dörrer, Tomáš. "Určení vertikálních posunů objektu kolejí JAMU v Brně." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226356.

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The subject of the diploma thesis is a height measurement done within several time periods, in order to detect vertical displacements of an object of dormitories of JAMU on Novobranska street in Brno. The thesis includes selection of the method and its accuracy verification and also processing of the measurements and suitable interpretation of achieved results.
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Kiamehr, Ramin. "Precise Gravimetric Geoid Model for Iran Based on GRACE and SRTM Data and the Least-Squares Modification of Stokes’ Formula : with Some Geodynamic Interpretations." Doctoral thesis, KTH, Transporter och samhällsekonomi (stängd 20110301), 2006. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-4125.

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Iran is one of the most complicated areas in the world from the view of rough topography, tectonic activity, large lateral density and geoidal height variations. The computation of a regional gravimetric geoid model with high accuracy in mountainous regions, especially with sparse data, is a difficult task that needs a special attention to obtain reliable results which can meet the needs of the today geodetic community. In this research different heterogeneous data has been used, which includes gravity anomalies, the high-resolution SRTM Digital Elevation Model (DEM), recently published GRACE
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Kováč, Michal. "Geodetické měření posunů a deformací mostu "Gagarin"." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226358.

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The content of this master´s thesis is a geodetic measuring of movements and deformations of skeleton and underwork of „Gagarin“ railway bridge during the seventh period and processing of the data got. This was done by comparison of the movements according to the fifth and sixth period. The work includes also the calibration of appliance used. The results involve figures of the movements with their graphic interpretation and calibration sheets of the appliance.
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Bitalová, Katarína. "Gravimetrická měření a opakovaná nivelace na polygonu Tetčice." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-227127.

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This master's thesis deals with measurements of highs and gravity of points polygon located in village Tetčice, through which is crossing a eastern fault of Boskovice furrow. With repeated measurement should be proved effect to high levels of groundwater. Repeated measurements are realized in the range 2 stages. In thesis is in detail described calculation complete Bouguer gravity anomaly and their quantitative interpretation. From the gravimetric of dates is created map of complete Bouguer gravity anomaly and interpretative profile through Boskovice furrow. Interpretative profile has localize
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Zbránek, Jakub. "Měření horizontálních a vertikálních posunů gabionové zdi." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226754.

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The main subject of this diploma thesis is monitoring of horizontal and vertical displacements of the supporting wall in village Smědčice. The thesis describes the whole production process, from construction of the reference net and the net of observed points to the final review. There are also displayed main theoretical basis. Final outputs of the thesis are charts, graphical sketches, tables and final word summary.
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Books on the topic "Precisse leveling"

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Kleijer, Frank. Troposphere modeling and filtering for precise GPS leveling. Nederlandse Comissie voor Geodesie, 2004.

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Dzurisin, Daniel. Preliminary results of precise leveling and trilateration surveys in Yellowstone National Park, Wyoming, 1985. U.S. Geological Survey, 1986.

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M, Yamashita Kenneth, and Geological Survey (U.S.), eds. Preliminary results of a precise leveling survey in Yellowstone National Park, Wyoming, September 1986. Dept. of the Interior, U.S. Geological Survey, 1988.

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Preliminary results of a precise leveling survey in Yellowstone National Park, Wyoming, September 1986. Dept. of the Interior, U.S. Geological Survey, 1988.

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M, Yamashita Kenneth, Doukas Michael P, and Geological Survey (U.S.), eds. Precise level lines at Crater Lake, Newberry Crater, and South Sister, Oregon. U.S. Geological Survey, 1987.

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Establishment, Building Research, ed. Monitoring building and ground movement by precise levelling. Building Research Establishment, 1993.

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A, St Laurent, and Canada. Dept. of Public Works., eds. Georgian Bay ship canal survey: Report on the precise levelling, years 1904 to 1907. S.E. Dawson, 1997.

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Book chapters on the topic "Precisse leveling"

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Li, Yanxing. "Corrections for Atmospheric Refraction in Precise Leveling." In Sea Surface Topography and the Geoid. Springer New York, 1990. http://dx.doi.org/10.1007/978-1-4684-7098-7_20.

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Todorović, Ranko T. "Precise Levelling Network Adjustment in Mining Subsidence Regions." In Applications of Geodesy to Engineering. Springer Berlin Heidelberg, 1993. http://dx.doi.org/10.1007/978-3-642-77958-9_19.

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Celik, R. N., T. Ayan, H. Denli, et al. "Monitoring Deformation on Karasu Viaduct Using Gps & Precise Leveling Techniques." In Strong Motion Instrumentation for Civil Engineering Structures. Springer Netherlands, 2001. http://dx.doi.org/10.1007/978-94-010-0696-5_28.

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Lilje, M., P. A. Olsson, P. O. Eriksson, and R. Svensson. "Minimising the Error Budget in the Third Precise Levelling of Sweden." In International Association of Geodesy Symposia. Springer Berlin Heidelberg, 2002. http://dx.doi.org/10.1007/978-3-662-04683-8_24.

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Fuhrmann, Thomas, Andreas Knöpfler, Michael Mayer, et al. "An Inventory of Surface Movements in the Upper Rhine Graben Area, Southwest Germany, from SAR-Interferometry, GNSS and Precise Levelling." In International Association of Geodesy Symposia. Springer International Publishing, 2015. http://dx.doi.org/10.1007/1345_2015_116.

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"precise (differential) levelling (Brit.)." In Dictionary Geotechnical Engineering/Wörterbuch GeoTechnik. Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-41714-6_163419.

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Conference papers on the topic "Precisse leveling"

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Liu, Guanlan, and Yaming Xu. "The Application of Precise Trigonometric Leveling in River-Crossing Leveling." In 2010 2nd International Conference on Information Engineering and Computer Science (ICIECS). IEEE, 2010. http://dx.doi.org/10.1109/iciecs.2010.5677719.

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Dimitrov, N., P. Danchev, and I. Georgiev. "Impact of atmospheric refraction on precise leveling observations." In 10th Congress of the Balkan Geophysical Society. European Association of Geoscientists & Engineers, 2019. http://dx.doi.org/10.3997/2214-4609.201902641.

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Chen, Brian, and Jen-Yuan (James) Chang. "Investigation of Flexible Magnetic Medium Microstructure Behavior Under Implementation of Roller Leveling Process." In ASME-JSME 2018 Joint International Conference on Information Storage and Processing Systems and Micromechatronics for Information and Precision Equipment. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/isps-mipe2018-8582.

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The aim of this paper is to investigate the effect of roller leveling process on the behavior of microstructure in flexible magnetic medium. Linear magnetic encoder is a highly precise measuring device that required accurate quality control during manufacturing. Previous studies have demonstrated the feasibility of roller leveling application to enhance the manufacturing of flexible magnetic medium. Mechanical shape defects in magnetic medium occurred during manufacturing due to environmental conditions can be eliminated through roller leveling process. In this paper, further steps were taken
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Baryla, Radoslaw, and Jacek Paziewski. "The Concept of the GNSSControl Network Densification with Precise Leveling for Ground Deformation Monitoring." In The 9th International Conference "Environmental Engineering 2014". Vilnius Gediminas Technical University Press “Technika” 2014, 2014. http://dx.doi.org/10.3846/enviro.2014.187.

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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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Buśko, Małgorzata, Mariusz Frukacz, and Tadeusz Szczutko. "Classification of precise levelling instruments referring to the measurements of historic city centres." In The 9th International Conference "Environmental Engineering 2014". Vilnius Gediminas Technical University Press “Technika” 2014, 2014. http://dx.doi.org/10.3846/enviro.2014.197.

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Stereva, Kremena. "INFLUENCE OF THE TEMPERATURE EXTENSION OF THE STAFFS ON THE REZULTS OF PRECISE LEVELLING MEASUREMENTS." In 20th International Multidisciplinary Scientific GeoConference Proceedings SGEM 2020. STEF92 Technology, 2020. http://dx.doi.org/10.5593/sgem2020/2.2/s09.008.

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Savchyn, I., and A. Zyhar. "Analysis and interpretations of recent local vertical movements of Dnister PSPP territory determined from precise levelling." In International Conference of Young Professionals «GeoTerrace-2020». European Association of Geoscientists & Engineers, 2020. http://dx.doi.org/10.3997/2214-4609.20205702.

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Ghazali, R., M. R. A. Hamid, Z. A. Latif, R. Adnan, and A. M. Samad. "Evaluating the range of differences between GPS rapic-static observed orthometric height with the digital precise levelling." In its Applications (CSPA). IEEE, 2010. http://dx.doi.org/10.1109/cspa.2010.5545340.

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Ghosh, Suhash, Chittaranjan Sahay, and Poorna Pruthvi Chandra Malempati. "Effect of Measuring Instrument Eccentricity and Tilt Error on Circularity Form Error." In ASME 2019 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2019. http://dx.doi.org/10.1115/imece2019-11937.

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Abstract From power stations to power tools, from the smallest watch to the largest car, all contain round components. In precision machining of cylindrical parts, the measurement and evaluation of roundness (also called circularity in ASME Geometric Dimensioning & Tolerancing Y14.5) and cylindricity are indispensable components to quantify form tolerance. Of all the methods of measuring these form errors, the most precise is the one with accurate spindle/turntable type measuring instrument. On the instrument, the component is rotated on a highly accurate spindle which provides an imaginar
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Reports on the topic "Precisse leveling"

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Haase, C. S., and S. H. Stow. Precise leveling determination of surface uplift patterns at the New Hydraulic Fracturing Facility, Oak Ridge National Laboratory. Office of Scientific and Technical Information (OSTI), 1988. http://dx.doi.org/10.2172/5169008.

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