GNSS network optimization by the method of the maximal precision increment

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F17%3A00313358" target="_blank" >RIV/68407700:21110/17:00313358 - isvavai.cz</a>

Výsledek na webu

<a href="http://dx.doi.org/10.5593/sgem2017/22/S09.043" target="_blank" >http://dx.doi.org/10.5593/sgem2017/22/S09.043</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.5593/sgem2017/22/S09.043" target="_blank" >10.5593/sgem2017/22/S09.043</a>

Jazyk výsledku

angličtina

Název v původním jazyce

GNSS network optimization by the method of the maximal precision increment

Popis výsledku v původním jazyce

Optimization of the measurements is an important theme nowadays of the geodesy and especially engineering geodesy. 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. There were many attempts to meet this objective, but usually by the deployment of general mathematical optimization methods that do not respect the character of geodetic measurements and rational optimization results demands. There was designed a new method - method of the maximal precision increment - which, in our opinion, meets these requirements and is based on gradual selection of the most beneficial measurement to meet the accuracy requirements. The method was previously successfully tested on the levelling networks optimization. In the paper there are presented results of the quite effective optimization application on the GNSS networks, consisting of the multiple two-receiver baselines.

Název v anglickém jazyce

GNSS network optimization by the method of the maximal precision increment

Popis výsledku anglicky

Optimization of the measurements is an important theme nowadays of the geodesy and especially engineering geodesy. 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. There were many attempts to meet this objective, but usually by the deployment of general mathematical optimization methods that do not respect the character of geodetic measurements and rational optimization results demands. There was designed a new method - method of the maximal precision increment - which, in our opinion, meets these requirements and is based on gradual selection of the most beneficial measurement to meet the accuracy requirements. The method was previously successfully tested on the levelling networks optimization. In the paper there are presented results of the quite effective optimization application on the GNSS networks, consisting of the multiple two-receiver baselines.

Druh

D - Stať ve sborníku

CEP obor

—

OECD FORD obor

20101 - Civil engineering

Projekt

—

Návaznosti

S - Specificky vyzkum na vysokych skolach

Rok uplatnění

2017

Kód důvěrnosti údajů

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

Název statě ve sborníku

17th International Multidisciplinary Scientific Geoconference SGEM 2017 Geodesy and Mine Surveying

ISBN

978-619-7408-02-7

ISSN

1314-2704

e-ISSN

—

Počet stran výsledku

8

Strana od-do

347-354

Název nakladatele

STEF92 Technology Ltd.

Místo vydání

Sofia

Místo konání akce

Albena

Datum konání akce

27. 6. 2017

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

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