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Statements

Subject Item
n2:RIV%2F00216305%3A26110%2F09%3APU85649%21RIV12-MSM-26110___
rdf:type
n10:Vysledek skos:Concept
dcterms:description
For the accuracy estimation of horizontal control points the mean coordinate errors, or other derived accuracy criterions, e.g. position errors, mean error ellipses or ellipsoids, mean error curves etc. In geodetic networks the accuracy estimates are resulting from the covariance matrixes M, which are functions of mean unit errors, and from the matrixes of weight coefficients Q . With growing number of together determined points the covariance matrixes describe rather the statistic accuracy, often influenced by systematic components of the residuals of measured quantities. In the article emphasis is placed on estimates of the relative position accuracy of points determined. For the accuracy estimation of horizontal control points the mean coordinate errors, or other derived accuracy criterions, e.g. position errors, mean error ellipses or ellipsoids, mean error curves etc. In geodetic networks the accuracy estimates are resulting from the covariance matrixes M, which are functions of mean unit errors, and from the matrixes of weight coefficients Q . With growing number of together determined points the covariance matrixes describe rather the statistic accuracy, often influenced by systematic components of the residuals of measured quantities. In the article emphasis is placed on estimates of the relative position accuracy of points determined. For the accuracy estimation of horizontal control points the mean coordinate errors, or other derived accuracy criterions, e.g. position errors, mean error ellipses or ellipsoids, mean error curves etc. In geodetic networks the accuracy estimates are resulting from the covariance matrixes M, which are functions of mean unit errors, and from the matrixes of weight coefficients Q . With growing number of together determined points the covariance matrixes describe rather the statistic accuracy, often influenced by systematic components of the residuals of measured quantities. In the article emphasis is placed on estimates of the relative position accuracy of points determined.
dcterms:title
K PŘESNOSTI BODŮ V POLOHOVÝCH GEODETICKÝCH SÍTÍCH ON ACCURACY OF POINTS IN HORIZONTAL GEODETIC NETWORKS K PŘESNOSTI BODŮ V POLOHOVÝCH GEODETICKÝCH SÍTÍCH
skos:prefLabel
K PŘESNOSTI BODŮ V POLOHOVÝCH GEODETICKÝCH SÍTÍCH ON ACCURACY OF POINTS IN HORIZONTAL GEODETIC NETWORKS K PŘESNOSTI BODŮ V POLOHOVÝCH GEODETICKÝCH SÍTÍCH
skos:notation
RIV/00216305:26110/09:PU85649!RIV12-MSM-26110___
n3:aktivita
n12:S
n3:aktivity
S
n3:dodaniDat
n17:2012
n3:domaciTvurceVysledku
n8:2852926
n3:druhVysledku
n14:D
n3:duvernostUdaju
n20:S
n3:entitaPredkladatele
n6:predkladatel
n3:idSjednocenehoVysledku
321266
n3:idVysledku
RIV/00216305:26110/09:PU85649
n3:jazykVysledku
n18:cze
n3:klicovaSlova
surveying, Moravian carst, Institute of geodesy, Faculty of civil engineering, BUT
n3:klicoveSlovo
n13:surveying n13:Moravian%20carst n13:Faculty%20of%20civil%20engineering n13:Institute%20of%20geodesy n13:BUT
n3:kontrolniKodProRIV
[6BD1894386D9]
n3:mistoKonaniAkce
Brno
n3:mistoVydani
Brno
n3:nazevZdroje
XII. mezinárodní vědecká konference u příležitosti 110. výročí založení FAST VUT v Brně a XIV. výročí založení Stavebních veletrhů Brno, 20. - 22. deben 2009, Geodézie a kartografie, Sekce 11, Sborník příspěvků.
n3:obor
n11:DE
n3:pocetDomacichTvurcuVysledku
1
n3:pocetTvurcuVysledku
1
n3:rokUplatneniVysledku
n17:2009
n3:tvurceVysledku
Nevosád, Zdeněk
n3:typAkce
n15:EUR
n3:zahajeniAkce
2009-04-20+02:00
s:numberOfPages
4
n16:hasPublisher
Akademické nakladatelství CERM
n5:isbn
978-80-7204-629-4
n9:organizacniJednotka
26110