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dc.contributor.authorSkeivalas, Jonas
dc.contributor.authorKazurienė, Sonata
dc.date.accessioned2023-09-18T18:25:19Z
dc.date.available2023-09-18T18:25:19Z
dc.date.issued1999
dc.identifier.issn1392-1541
dc.identifier.other(BIS)VGT02-000000954
dc.identifier.urihttps://etalpykla.vilniustech.lt/handle/123456789/127597
dc.description.abstractIn this article the accuracy of the geodetic coordinates B and L computed on the basis of the rectangular coordinates x and y is considered. It was derived the pertinent formulas to compute root mean square errors of the coordinates B and L. Rigidity of the obtained formulas was tested by simulating the systematic and accidental errors of rectangular coordinates. Also, it was proved that the covariance between the rectangular coordinates does have only a small influence on the accuracy of geodetic coordinates B and L.eng
dc.format.extentp. 83-87
dc.format.mediumtekstas / txt
dc.language.isolit
dc.titleGeodezinių koordinačių tikslumas skersinėje Merkatoriaus projekcijoje
dc.title.alternativeAccuracy of geodetic coordinates in Mercator's transverse projection
dc.typeStraipsnis kitame recenzuotame leidinyje / Article in other peer-reviewed source
dcterms.references2
dc.type.pubtypeS4 - Straipsnis kitame recenzuotame leidinyje / Article in other peer-reviewed publication
dc.contributor.institutionVilniaus Gedimino technikos universitetas
dc.contributor.facultyAplinkos inžinerijos fakultetas / Faculty of Environmental Engineering
dc.subject.researchfieldT 010 - Matavimų inžinerija / Measurement engineering
dc.subject.ltMerkuratoriaus projekcija
dc.subject.ltgeodezinės koordinatės
dc.subject.ltUTM projekcija
dc.subject.enMercator's transverse projection
dc.subject.engeodetic coordinates
dc.subject.encovariance
dcterms.sourcetitleGeodezija ir kartografija = Geodesy and cartography
dc.description.issueNr. 2
dc.description.volumet. 25
dc.publisher.nameTechnika
dc.publisher.cityVilnius
dc.identifier.elaba3557446


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