Comparison of Different Measurement Methods of Crane Runway
Identifikátory výsledku
Kód výsledku v IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F20%3A00341260" target="_blank" >RIV/68407700:21110/20:00341260 - isvavai.cz</a>
Výsledek na webu
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DOI - Digital Object Identifier
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Alternativní jazyky
Jazyk výsledku
angličtina
Název v původním jazyce
Comparison of Different Measurement Methods of Crane Runway
Popis výsledku v původním jazyce
The aim of the paper is to introduce the surveying and evaluating the historic crane runway in the Karany water treatment plant. The crane runway was built in 1911 and is operated to the present without any major modifications. The aim of the geodetic survey was the control of the directional and vertical straightness of rails and the rail gauge. Accuracy analyzes and de-viations evaluation were performed in accordance with technical standard CSN 73 5130. The runway was measured by two different methods. The first method was measurement in the local geodetic network with three standpoints. Automatic targeting to prisms was used, and the least squares adjustment was performed. The second method of measurement was laser scanning by multistation Leica MS60 from 14 standpoints and then evaluation of the point cloud and determination the parameters of the crane runway. Comparable results were ob-tained from both methods.
Název v anglickém jazyce
Comparison of Different Measurement Methods of Crane Runway
Popis výsledku anglicky
The aim of the paper is to introduce the surveying and evaluating the historic crane runway in the Karany water treatment plant. The crane runway was built in 1911 and is operated to the present without any major modifications. The aim of the geodetic survey was the control of the directional and vertical straightness of rails and the rail gauge. Accuracy analyzes and de-viations evaluation were performed in accordance with technical standard CSN 73 5130. The runway was measured by two different methods. The first method was measurement in the local geodetic network with three standpoints. Automatic targeting to prisms was used, and the least squares adjustment was performed. The second method of measurement was laser scanning by multistation Leica MS60 from 14 standpoints and then evaluation of the point cloud and determination the parameters of the crane runway. Comparable results were ob-tained from both methods.
Klasifikace
Druh
D - Stať ve sborníku
CEP obor
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OECD FORD obor
10500 - Earth and related environmental sciences
Návaznosti výsledku
Projekt
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Návaznosti
S - Specificky vyzkum na vysokych skolach
Ostatní
Rok uplatnění
2020
Kód důvěrnosti údajů
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Údaje specifické pro druh výsledku
Název statě ve sborníku
Advances and Trends in Geodesy, Cartography amd Geoinformatics II
ISBN
978-0-367-34651-5
ISSN
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e-ISSN
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Počet stran výsledku
7
Strana od-do
3-9
Název nakladatele
Taylor & Francis Group
Místo vydání
Londýn
Místo konání akce
Demänovská dolina, Nízke Tatry
Datum konání akce
10. 9. 2019
Typ akce podle státní příslušnosti
WRD - Celosvětová akce
Kód UT WoS článku
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