. "Optim\u00E1ln\u00ED se jev\u00ED observovat v 3 a\u017E 5 minutov\u00E9m intervalu. V\u00FDsledky m\u011B\u0159en\u00ED z\u00EDskan\u00E9 ji\u017E s odstupem 20 a\u017E 30 minut lze pova\u017Eovat za prakticky na sob\u011B nez\u00E1visl\u00E9 v\u00FDsledky. S ohledem na mo\u017Enost p\u016Fsoben\u00ED a charakter systematick\u00E9ho vlivu v\u00EDcecestn\u00E9ho \u0161\u00ED\u0159en\u00ED sign\u00E1lu (multipath) se jev\u00ED vhodn\u011Bj\u0161\u00ED prodlou\u017Eit interval mezi nez\u00E1visl\u00FDmi m\u011B\u0159en\u00EDmi p\u0159i pou\u017Eit\u00ED kr\u00E1tk\u00FDch observac\u00ED minim\u00E1ln\u011B na 60 minut. Z hlediska dosa\u017Een\u00ED maxim\u00E1ln\u00ED p\u0159esnosti se jako uspokojiv\u00E9 jev\u00ED m\u011B\u0159it s \u010Dasov\u00FDm odstupem 1 a\u017E 8 hodin." . . "Geodetic technology of GNSS-RTK measurement for reaching the spatial positional accuracy 10 mm and better."@en . "Optim\u00E1ln\u00ED se jev\u00ED observovat v 3 a\u017E 5 minutov\u00E9m intervalu. V\u00FDsledky m\u011B\u0159en\u00ED z\u00EDskan\u00E9 ji\u017E s odstupem 20 a\u017E 30 minut lze pova\u017Eovat za prakticky na sob\u011B nez\u00E1visl\u00E9 v\u00FDsledky. S ohledem na mo\u017Enost p\u016Fsoben\u00ED a charakter systematick\u00E9ho vlivu v\u00EDcecestn\u00E9ho \u0161\u00ED\u0159en\u00ED sign\u00E1lu (multipath) se jev\u00ED vhodn\u011Bj\u0161\u00ED prodlou\u017Eit interval mezi nez\u00E1visl\u00FDmi m\u011B\u0159en\u00EDmi p\u0159i pou\u017Eit\u00ED kr\u00E1tk\u00FDch observac\u00ED minim\u00E1ln\u011B na 60 minut. Z hlediska dosa\u017Een\u00ED maxim\u00E1ln\u00ED p\u0159esnosti se jako uspokojiv\u00E9 jev\u00ED m\u011B\u0159it s \u010Dasov\u00FDm odstupem 1 a\u017E 8 hodin."@cs . . "Optimal observation scheme using 3 - 5 min. measuring intervals. Results obtained with seaparation of 20 - 30 min. can be considered as mutually independent. With regard to possible incidence and character of the systematic influence of multipath it appears more suited to prolong the interval between independent measurements minimally to 60 min. using short observations. For maximal accuracy gain it is advisable to measure with interval separation from 1 to 8 hours."@en . "RIV/00216305:26110/09:PR23771" . "Efektivn\u00ED a relativn\u011B rychl\u00FD zp\u016Fsob ur\u010Den\u00ED prostorov\u00FDch vztah\u016F stavebn\u00EDch objekt\u016F, bod\u016F vyty\u010Dovac\u00EDch s\u00EDt\u00ED apod. nap\u0159. v in\u017Een\u00FDrsk\u00E9 geod\u00E9zii. N\u00E1stroj zv\u00FD\u0161en\u00ED jakosti. N\u00E1stroj kontroly. Komer\u010Dn\u00ED vyu\u017Eitelnost." . "GNSS-RTK, measurement technology, accuracy"@en . "Geodetick\u00E1 technologie m\u011B\u0159en\u00ED GNSS-RTK pro dosa\u017Een\u00ED p\u0159esnosti prostorov\u00E9 polohy 10 mm a lep\u0161\u00ED." . "Optim\u00E1ln\u00ED se jev\u00ED observovat v 3 a\u017E 5 minutov\u00E9m intervalu. V\u00FDsledky m\u011B\u0159en\u00ED z\u00EDskan\u00E9 ji\u017E s odstupem 20 a\u017E 30 minut lze pova\u017Eovat za prakticky na sob\u011B nez\u00E1visl\u00E9 v\u00FDsledky. S ohledem na mo\u017Enost p\u016Fsoben\u00ED a charakter systematick\u00E9ho vlivu v" . "26110" . "GTM GNSS-RTK" . "1"^^ . . . "Geodetick\u00E1 technologie m\u011B\u0159en\u00ED GNSS-RTK pro dosa\u017Een\u00ED p\u0159esnosti prostorov\u00E9 polohy 10 mm a lep\u0161\u00ED." . . "1"^^ . "Geodetick\u00E1 technologie m\u011B\u0159en\u00ED GNSS-RTK pro dosa\u017Een\u00ED p\u0159esnosti prostorov\u00E9 polohy 10 mm a lep\u0161\u00ED."@cs . . . . "[BE806535199F]" . . . "Fakulta stavebn\u00ED R48 \u00FAsek Dobr\u00E1 - To\u0161anovice, \u017Delezni\u010Dn\u00ED uzel Brno" . . . . "Geodetick\u00E1 technologie m\u011B\u0159en\u00ED GNSS-RTK pro dosa\u017Een\u00ED p\u0159esnosti prostorov\u00E9 polohy 10 mm a lep\u0161\u00ED."@cs . "Bure\u0161, Ji\u0159\u00ED" . "316267" . . "Z(MSM0021630519)" . "Geodetic technology of GNSS-RTK measurement for reaching the spatial positional accuracy 10 mm and better."@en . . . . "RIV/00216305:26110/09:PR23771!RIV10-MSM-26110___" . .