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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. (en)
  • 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. (cs)
Title
  • K PŘESNOSTI BODŮ V POLOHOVÝCH GEODETICKÝCH SÍTÍCH
  • K PŘESNOSTI BODŮ V POLOHOVÝCH GEODETICKÝCH SÍTÍCH (cs)
  • ON ACCURACY OF POINTS IN HORIZONTAL GEODETIC NETWORKS (en)
skos:prefLabel
  • K PŘESNOSTI BODŮ V POLOHOVÝCH GEODETICKÝCH SÍTÍCH
  • K PŘESNOSTI BODŮ V POLOHOVÝCH GEODETICKÝCH SÍTÍCH (cs)
  • ON ACCURACY OF POINTS IN HORIZONTAL GEODETIC NETWORKS (en)
skos:notation
  • RIV/00216305:26110/09:PU85649!RIV12-MSM-26110___
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • S
http://linked.open...vai/riv/dodaniDat
http://linked.open...aciTvurceVysledku
http://linked.open.../riv/druhVysledku
http://linked.open...iv/duvernostUdaju
http://linked.open...titaPredkladatele
http://linked.open...dnocenehoVysledku
  • 321266
http://linked.open...ai/riv/idVysledku
  • RIV/00216305:26110/09:PU85649
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • surveying, Moravian carst, Institute of geodesy, Faculty of civil engineering, BUT (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [6BD1894386D9]
http://linked.open...v/mistoKonaniAkce
  • Brno
http://linked.open...i/riv/mistoVydani
  • Brno
http://linked.open...i/riv/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.
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
http://linked.open...cetTvurcuVysledku
http://linked.open...UplatneniVysledku
http://linked.open...iv/tvurceVysledku
  • Nevosád, Zdeněk
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
number of pages
http://purl.org/ne...btex#hasPublisher
  • Akademické nakladatelství CERM
https://schema.org/isbn
  • 978-80-7204-629-4
http://localhost/t...ganizacniJednotka
  • 26110
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