"2009-04-20+02:00"^^ . "surveying, Moravian carst, Institute of geodesy, Faculty of civil engineering, BUT"@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."@en . "978-80-7204-629-4" . . "K P\u0158ESNOSTI BOD\u016E V POLOHOV\u00DDCH GEODETICK\u00DDCH S\u00CDT\u00CDCH"@cs . "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." . . "26110" . . "321266" . "XII. mezin\u00E1rodn\u00ED v\u011Bdeck\u00E1 konference u p\u0159\u00EDle\u017Eitosti 110. v\u00FDro\u010D\u00ED zalo\u017Een\u00ED FAST VUT v Brn\u011B a XIV. v\u00FDro\u010D\u00ED zalo\u017Een\u00ED Stavebn\u00EDch veletrh\u016F Brno, 20. - 22. deben 2009, Geod\u00E9zie a kartografie, Sekce 11, Sborn\u00EDk p\u0159\u00EDsp\u011Bvk\u016F." . . . . "K P\u0158ESNOSTI BOD\u016E V POLOHOV\u00DDCH GEODETICK\u00DDCH S\u00CDT\u00CDCH"@cs . . "ON ACCURACY OF POINTS IN HORIZONTAL GEODETIC NETWORKS"@en . "S" . "Nevos\u00E1d, Zden\u011Bk" . "ON ACCURACY OF POINTS IN HORIZONTAL GEODETIC NETWORKS"@en . . . "RIV/00216305:26110/09:PU85649!RIV12-MSM-26110___" . . "K P\u0158ESNOSTI BOD\u016E V POLOHOV\u00DDCH GEODETICK\u00DDCH S\u00CDT\u00CDCH" . "1"^^ . . "1"^^ . "Akademick\u00E9 nakladatelstv\u00ED CERM" . . "Brno" . "Brno" . "RIV/00216305:26110/09:PU85649" . "K P\u0158ESNOSTI BOD\u016E V POLOHOV\u00DDCH GEODETICK\u00DDCH S\u00CDT\u00CDCH" . "[6BD1894386D9]" . . "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 . . . "4"^^ . . .