A New Procedure For Exact Joint Adjustment Of The Three Dimensional Network In The Large Areas

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F14%3A00219974" target="_blank" >RIV/68407700:21110/14:00219974 - isvavai.cz</a>

Výsledek na webu

<a href="http://dx.doi.org/10.5593/SGEM2014/B22/S9.001" target="_blank" >http://dx.doi.org/10.5593/SGEM2014/B22/S9.001</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.5593/SGEM2014/B22/S9.001" target="_blank" >10.5593/SGEM2014/B22/S9.001</a>

Jazyk výsledku

angličtina

Název v původním jazyce

A New Procedure For Exact Joint Adjustment Of The Three Dimensional Network In The Large Areas

Popis výsledku v původním jazyce

Geodetic measurements in three dimensions are common, but were historically performed in two separate components ? the height and the position. This separation has originated from used methods, the predominant method of height difference determination was levelling, and position was determined by the angle and distance measurement. Also points were stabilized differently. A longer time in the field of engineering geodesy are used procedures for determining of the coordinates and derived variables basedon the total station measurement, and therefore on the simultaneous measurement of the horizontal directions, zenith angles and slope distances. The adjustment of the three-dimensional network is then often used and the procedure is well known, but it can be used with some fundamental limitations. Measured values must be reduced from instrument and target height to point with use of the deflection of the vertical. On small areas the network can be adjusted without any reductions, as in C

Název v anglickém jazyce

A New Procedure For Exact Joint Adjustment Of The Three Dimensional Network In The Large Areas

Popis výsledku anglicky

Geodetic measurements in three dimensions are common, but were historically performed in two separate components ? the height and the position. This separation has originated from used methods, the predominant method of height difference determination was levelling, and position was determined by the angle and distance measurement. Also points were stabilized differently. A longer time in the field of engineering geodesy are used procedures for determining of the coordinates and derived variables basedon the total station measurement, and therefore on the simultaneous measurement of the horizontal directions, zenith angles and slope distances. The adjustment of the three-dimensional network is then often used and the procedure is well known, but it can be used with some fundamental limitations. Measured values must be reduced from instrument and target height to point with use of the deflection of the vertical. On small areas the network can be adjusted without any reductions, as in C

Druh

D - Stať ve sborníku

CEP obor

DE - Zemský magnetismus, geodesie, geografie

OECD FORD obor

—

Projekt

—

Návaznosti

S - Specificky vyzkum na vysokych skolach

Rok uplatnění

2014

Kód důvěrnosti údajů

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

Název statě ve sborníku

14th International Multidisciplinary Scientific Geoconference SGEM 2014 - Informatics, Geoinformatics and Remote Sensing - Conference Proceedings Volume II - Geodesy & Mine Surveying

ISBN

978-619-7105-11-7

ISSN

1314-2704

e-ISSN

—

Počet stran výsledku

8

Strana od-do

3-10

Název nakladatele

STEF92 Technology Ltd.

Místo vydání

Sofia

Místo konání akce

Albena

Datum konání akce

17. 6. 2014

Typ akce podle státní příslušnosti

WRD - Celosvětová akce

Kód UT WoS článku

000371299400001