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  • We come into contact in geodesy with connecting measurements in various forms very frequently therefore we think that problem we are dealing with in this paper, is actual not only in our country but equally also in other countries. We introduce a mathematical model of geodetic measurement in two stages, by which we solve how to minimize the influence of parameter uncertainties of the first stage on the selected function of parameters of the second stage. Because it is about processing (optimization) of realised measurement, which realisation we can't influence any more, in comparison of classic type of optimization (Kubáčková, 1990), the main problem, which we have to be solved is concerning with existence of non-neglected errors by parameter estimation of connecting network. But in this case there are no jointly effective estimators of parameters of connected network and therefore it is necessary to load a new type of estimator optimization (H-optimum estimator), which is not identical with give
  • We come into contact in geodesy with connecting measurements in various forms very frequently therefore we think that problem we are dealing with in this paper, is actual not only in our country but equally also in other countries. We introduce a mathematical model of geodetic measurement in two stages, by which we solve how to minimize the influence of parameter uncertainties of the first stage on the selected function of parameters of the second stage. Because it is about processing (optimization) of realised measurement, which realisation we can't influence any more, in comparison of classic type of optimization (Kubáčková, 1990), the main problem, which we have to be solved is concerning with existence of non-neglected errors by parameter estimation of connecting network. But in this case there are no jointly effective estimators of parameters of connected network and therefore it is necessary to load a new type of estimator optimization (H-optimum estimator), which is not identical with give (en)
  • V příspěvku je provedeno porovnání standardního a H-optimálního odhadu na příkladech z geodetické praxe. Rozebíráme dvouetapový model, kdy nemůže být zanedbán vliv nejistoty měření první etapy. Je ukázáno použití H-optimálního odhadu založeného na minimalizaci funkce parametru první a druhé etapy. Naším cílem je odpovědět na otázku při jakém poměru přesnosti první a druhé etapy je ještě vhodné použít standardní odhad a kdy by byl vhodnější odhad H-optimální. (cs)
Title
  • Connecting Measurements in Surveiying and its problems
  • Connecting Measurements in Surveiying and its problems (en)
  • Připojovací měření v geodézii a jejich problémy (cs)
skos:prefLabel
  • Connecting Measurements in Surveiying and its problems
  • Connecting Measurements in Surveiying and its problems (en)
  • Připojovací měření v geodézii a jejich problémy (cs)
skos:notation
  • RIV/61989592:15310/05:00002197!RIV06-MSM-15310___
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • Z(MSM6198959214)
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
  • 516210
http://linked.open...ai/riv/idVysledku
  • RIV/61989592:15310/05:00002197
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • two stage regression model with constraints; best linear unbiased estimator (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...i/riv/kodPristupu
http://linked.open...ontrolniKodProRIV
  • [65A0AC859A97]
http://linked.open...telVyzkumneZpravy
  • FIG, Bratislava, Slovakia
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
http://linked.open...cetTvurcuVysledku
http://linked.open...UplatneniVysledku
http://linked.open...iv/tvurceVysledku
  • Marek, Jaroslav
  • Korbašová, Michaela
http://linked.open...n/vavai/riv/zamer
http://localhost/t...ganizacniJednotka
  • 15310
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