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ANALYSIS OF POSSIBLE GEODETIC APPROACHES FOR 3D MODEL CREATION IN BIM

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F23%3A00366706" target="_blank" >RIV/68407700:21110/23:00366706 - isvavai.cz</a>

  • Result on the web

    <a href="https://doi.org/10.5194/isprs-archives-XLVIII-5-W2-2023-77-2023" target="_blank" >https://doi.org/10.5194/isprs-archives-XLVIII-5-W2-2023-77-2023</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.5194/isprs-archives-XLVIII-5-W2-2023-77-2023" target="_blank" >10.5194/isprs-archives-XLVIII-5-W2-2023-77-2023</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    ANALYSIS OF POSSIBLE GEODETIC APPROACHES FOR 3D MODEL CREATION IN BIM

  • Original language description

    The topic of this paper is the description and analysis of technologies for generating a geometric basis for BIM. The main element is an analysis of the capabilities of mobile laser scanning and the outputs of this method compared to other methods. The selected interior space was measured by different technologies, laser scanning, classical geodetic using total station, and manual measurement. The main device tested was the ZEB-REVO. It is a handheld mobile laser scanner, carried by an operator. It has a range of 40 m, with the accuracy in measured lengths is 1–3cm per 10 m depending on the type of surface. The scanning speed is 43,000 points per second. The device is equipped with an inertial measurement unit (IMU) and uses SLAM technology for trajectory definition. The device does not have a camera in the simplest configuration and the operator cannot monitor the scanning status. Nevertheless, measurement with this scanner is very simple. The instrument is mainly used for surveying construction objects, but it can be advantageously used for documentation of underground spaces or in e.g., forestry for defining DBH or volume of stockpiles. This device is not equipped with a GNSS unit, and the typical scanning time is 20–30 min without model deformation. Accuracy and output analysis was performed for all technologies used. The results are presented in tables and show the suitability of PLS (personal laser scanner) in general.

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

  • OECD FORD branch

    20101 - Civil engineering

Result continuities

  • Project

  • Continuities

    S - Specificky vyzkum na vysokych skolach

Others

  • Publication year

    2023

  • Confidentiality

    S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Data specific for result type

  • Article name in the collection

    ISPRS Archives

  • ISBN

  • ISSN

    2194-9050

  • e-ISSN

    2194-9050

  • Number of pages

    8

  • Pages from-to

    77-84

  • Publisher name

    ISPRS

  • Place of publication

    Munich

  • Event location

    Almaty

  • Event date

    Jun 15, 2023

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article