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rdf:type
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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)
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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)
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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)
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skos:notation
| - RIV/00216305:26110/09:PU85649!RIV12-MSM-26110___
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http://linked.open...avai/riv/aktivita
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http://linked.open...avai/riv/aktivity
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http://linked.open...vai/riv/dodaniDat
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http://linked.open...aciTvurceVysledku
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http://linked.open.../riv/druhVysledku
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http://linked.open...iv/duvernostUdaju
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http://linked.open...titaPredkladatele
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http://linked.open...dnocenehoVysledku
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http://linked.open...ai/riv/idVysledku
| - RIV/00216305:26110/09:PU85649
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http://linked.open...riv/jazykVysledku
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http://linked.open.../riv/klicovaSlova
| - surveying, Moravian carst, Institute of geodesy, Faculty of civil engineering, BUT (en)
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http://linked.open.../riv/klicoveSlovo
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http://linked.open...ontrolniKodProRIV
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http://linked.open...v/mistoKonaniAkce
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http://linked.open...i/riv/mistoVydani
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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.
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http://linked.open...in/vavai/riv/obor
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http://linked.open...ichTvurcuVysledku
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http://linked.open...cetTvurcuVysledku
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http://linked.open...UplatneniVysledku
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http://linked.open...iv/tvurceVysledku
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http://linked.open...vavai/riv/typAkce
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http://linked.open.../riv/zahajeniAkce
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number of pages
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http://purl.org/ne...btex#hasPublisher
| - Akademické nakladatelství CERM
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https://schema.org/isbn
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http://localhost/t...ganizacniJednotka
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