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BUILDING HEIGHT DETERMINATION AND TOPOGRAPHIC SURVEY COMPARISON BETWEEN THE TRADITIONAL METHOD AND THE MODERN USE OF REFLECTORLESS TOTAL STATION

PhD Paul SESTRAS, lecturer Mircea Vasile BONDREA, lecturer Sanda NAS, PhD Raluca FARCAS, prof. Sorin Mihai CIMPEANU

First published: 2017-06-20https://doi.org/10.5593/sgem2017/22/s09.017View metrics

Abstract

An engineering survey to determine the existing height of constructions is a frequent requirement that the land surveyors are faced with. A height survey may be needed to verify building elevation while in construction, or according to the legislation, in order to apply for a building permit a detailed topographic plan must be conducted. Such a topographic plan must be prepared by licensed surveyor and include the measurements of nearby properties, adjacent with the land parcel on which the building authorization is desired, with the respective corner point elevations and the building apex elevation, the corresponding uppermost point of the roof. The present article exemplifies traditional methods of height determination, in both situations if the measurement of the horizontal distance between the topographic instrument and the building is available or not, as well as a precision comparison with the new modern alternativ, the reflectorless total station.

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Publication details

Title
BUILDING HEIGHT DETERMINATION AND TOPOGRAPHIC SURVEY COMPARISON BETWEEN THE TRADITIONAL METHOD AND THE MODERN USE OF REFLECTORLESS TOTAL STATION
Authors
PhD Paul SESTRAS, lecturer Mircea Vasile BONDREA, lecturer Sanda NAS, PhD Raluca FARCAS, prof. Sorin Mihai CIMPEANU
Proceedings
SGEM International Multidisciplinary Scientific GeoConference EXPO Proceedings; 17th International Multidisciplinary Scientific GeoConference SGEM2017, Informatics, Geoinformatics and Remote Sensing
Publisher
STEF92 Technology
Year
2017
Pages
131-138
SWS Citekey
Sestras20179131138
ISSN
1314-2704
ISBN
978-619-7408-02-7
Language
en
Publication type
Conference Paper
Keywords
References7
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  2. Xiang-Fa L, Measurement Technology in the Application of the Housing Construction, Advanced Material Science, Switzerland, 2014, pp 2111-2114;

  3. Jing Z, Yuan W, Jian-yong L, Method and analysis of arch settlement measurement by non-prism total station, Journal of PLA University of Science and Technology(Natural Science Edition), 2009-02;

  4. Tao Y, Wang F, Pang H, Wang M, Study on replacing the second, third and fourth order leveling by vertical distance measurement with total station instrument, Journal of Jiling University (Earth Science Edition) 2004-02;

  5. Xia L, Li J, Hu Y, Sun H, Test and Precision Analysis of Ranging Performance of Reflectorless Total Station, Geospatial Information, 2008-02;

  6. He X, Discussion On The Precision Of Height Difference Measurement By Total Station, Dam Observation and Geotechnical Tests, 2002-06;

  7. Wu G, The application of total station in construction project lofting, Shanxi Architecture 2007-15.

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