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Statements

Subject Item
n2:RIV%2F00216305%3A26110%2F12%3APU103001%21RIV13-MSM-26110___
rdf:type
n12:Vysledek skos:Concept
dcterms:description
This study shows the very first usage of Mobile Automated Astronomical System No. 1 in a local network with an area of approximately 50 km sq. The network has been built-up especially for experimental purposes to compare the local quasigeoid determined by three different methods, namely GNSS-levelling, gravimetry and using the newly presented MAAS-1 for the astronomical method. The network consists of 34 core points where the astronomic and geodetic coordinates have been measured. Subsequently the measured data has been processed to obtain vertical deflections and to determine the quasigeoid heights by astronomical levelling. Afterwards, the quasigeoid has been independently determined also using gravimetric measurements and by the method of GNSS-levelling. The resulting astronomical quasigeoid as well as the results of the comparison are being presented. The overall agreement of independently determined quasigeoids is on the level of 3 mm. After an overall accuracy evaluation of resulting quasigeoid This study shows the very first usage of Mobile Automated Astronomical System No. 1 in a local network with an area of approximately 50 km sq. The network has been built-up especially for experimental purposes to compare the local quasigeoid determined by three different methods, namely GNSS-levelling, gravimetry and using the newly presented MAAS-1 for the astronomical method. The network consists of 34 core points where the astronomic and geodetic coordinates have been measured. Subsequently the measured data has been processed to obtain vertical deflections and to determine the quasigeoid heights by astronomical levelling. Afterwards, the quasigeoid has been independently determined also using gravimetric measurements and by the method of GNSS-levelling. The resulting astronomical quasigeoid as well as the results of the comparison are being presented. The overall agreement of independently determined quasigeoids is on the level of 3 mm. After an overall accuracy evaluation of resulting quasigeoid This study shows the very first usage of Mobile Automated Astronomical System No. 1 in a local network with an area of approximately 50 km sq. The network has been built-up especially for experimental purposes to compare the local quasigeoid determined by three different methods, namely GNSS-levelling, gravimetry and using the newly presented MAAS-1 for the astronomical method. The network consists of 34 core points where the astronomic and geodetic coordinates have been measured. Subsequently the measured data has been processed to obtain vertical deflections and to determine the quasigeoid heights by astronomical levelling. Afterwards, the quasigeoid has been independently determined also using gravimetric measurements and by the method of GNSS-levelling. The resulting astronomical quasigeoid as well as the results of the comparison are being presented. The overall agreement of independently determined quasigeoids is on the level of 3 mm. After an overall accuracy evaluation of resulting quasigeoid
dcterms:title
Determination of quasigeoid in local network using modern astrogeodetic technologies Determination of quasigeoid in local network using modern astrogeodetic technologies Determination of quasigeoid in local network using modern astrogeodetic technologies
skos:prefLabel
Determination of quasigeoid in local network using modern astrogeodetic technologies Determination of quasigeoid in local network using modern astrogeodetic technologies Determination of quasigeoid in local network using modern astrogeodetic technologies
skos:notation
RIV/00216305:26110/12:PU103001!RIV13-MSM-26110___
n12:predkladatel
n13:orjk%3A26110
n3:aktivita
n10:S
n3:aktivity
S
n3:dodaniDat
n9:2013
n3:domaciTvurceVysledku
n4:5739276 n4:5092914 n4:9349715
n3:druhVysledku
n8:O
n3:duvernostUdaju
n14:S
n3:entitaPredkladatele
n15:predkladatel
n3:idSjednocenehoVysledku
130630
n3:idVysledku
RIV/00216305:26110/12:PU103001
n3:jazykVysledku
n16:cze
n3:klicovaSlova
astrogeodetic vertical deflections, quasigeoid heights, MAAS-1
n3:klicoveSlovo
n11:MAAS-1 n11:quasigeoid%20heights n11:astrogeodetic%20vertical%20deflections
n3:kontrolniKodProRIV
[BE901636D690]
n3:obor
n17:DE
n3:pocetDomacichTvurcuVysledku
3
n3:pocetTvurcuVysledku
4
n3:rokUplatneniVysledku
n9:2012
n3:tvurceVysledku
Machotka, Radovan Volařík, Tomáš Puchrik, Lukáš Kuruc, Michal
n5:organizacniJednotka
26110