Enhanced maximal precision increment method for network measurement optimization

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F18%3A00323525" target="_blank" >RIV/68407700:21110/18:00323525 - isvavai.cz</a>

Výsledek na webu

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DOI - Digital Object Identifier

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Jazyk výsledku

angličtina

Název v původním jazyce

Enhanced maximal precision increment method for network measurement optimization

Popis výsledku v původním jazyce

Optimization of the measurements is an important theme of the geodesy and especially engineering surveying nowadays. The optimization can be categorized into orders, from the zero to the third order. The zero order design is the coordinate system selection, the first order is the configuration optimization, the second order is the optimization of the number of the repetitions, the third order is the improvement of the existing network by adding point and/or observations. In the engineering surveying the second order design need to be addressed. Thus there are known possible locations of network points, the desired accuracy, possible measurements within the existing situation, and it is necessary to choose such measurements and their numbers of repetition, so that their number was minimal (resp. used energy on their implementation) and yet the required accuracy was met.

Název v anglickém jazyce

Enhanced maximal precision increment method for network measurement optimization

Popis výsledku anglicky

Optimization of the measurements is an important theme of the geodesy and especially engineering surveying nowadays. The optimization can be categorized into orders, from the zero to the third order. The zero order design is the coordinate system selection, the first order is the configuration optimization, the second order is the optimization of the number of the repetitions, the third order is the improvement of the existing network by adding point and/or observations. In the engineering surveying the second order design need to be addressed. Thus there are known possible locations of network points, the desired accuracy, possible measurements within the existing situation, and it is necessary to choose such measurements and their numbers of repetition, so that their number was minimal (resp. used energy on their implementation) and yet the required accuracy was met.

Druh

D - Stať ve sborníku

CEP obor

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OECD FORD obor

10500 - Earth and related environmental sciences

Projekt

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Návaznosti

S - Specificky vyzkum na vysokych skolach

Rok uplatnění

2018

Kód důvěrnosti údajů

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

Název statě ve sborníku

ADVANCES AND TRENDS IN GEODESY, CARTOGRAPHY AND GEOINFORMATICS

ISBN

978-0-429-50564-5

ISSN

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e-ISSN

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Počet stran výsledku

6

Strana od-do

101-106

Název nakladatele

Taylor & Francis Group

Místo vydání

Londýn

Místo konání akce

Demanovská dolina

Datum konání akce

10. 10. 2017

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

000437494400017