Accuracy of missing lines measured by geodetic total stations
For using line elements (horizontal and slope distances, heights differences) of a missing (unaccessible) line structure their accuracy are needed. Accuracy analysis of missing hori zontal distances.In some standing geodetic general practice most effective instruments for land measurement from selec...
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| Format: | Article |
| Language: | English |
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Technical University of Kosice
2001-03-01
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| Series: | Acta Montanistica Slovaca |
| Subjects: | |
| Online Access: | http://actamont.tuke.sk/pdf/2001/n1/7kaifer.pdf |
| _version_ | 1818365694222270464 |
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| author | Kaifer Jozef |
| author_facet | Kaifer Jozef |
| author_sort | Kaifer Jozef |
| collection | DOAJ |
| description | For using line elements (horizontal and slope distances, heights differences) of a missing (unaccessible) line structure their accuracy are needed. Accuracy analysis of missing hori zontal distances.In some standing geodetic general practice most effective instruments for land measurement from selects going measuring instruments they are geodetic total stations. These apparatures thanks its universal accomplishment and special function make possible measure wide spectrum quantity and following they at its computer trough meet rountines outfit calculate further parameters. GTS fit not only on different genera three dimensional networks on much good level. Make possible straight measure oblique length D, zenit angle Z, horizontal angle ù and indirectly measure: horizontal length d, trigonometrical hights ∆h, length and level elements for failure parties (missing line) and coordinate distinction, respectively position data identification dot.From this auditorium service GTS is indeed actual investigate precision they indirectly measurement quantity. Precision straight measurement quantity (D,Z,ù) is for these instruments whenever known (statement manufacturer in shape primer standard divergence alternatively empirical standard divergence discovery employer) respectively well objective too in various conditions. Indirectly measurement parametres they are indeed from mathematical auditorium action straight measurement quantity, and so too their precision, which ours interest, myself produce following activity style and effect (transferred) their varians.Introduction treatise toward question accurancy of measurement GTS myself orientate just on research precision indirectly measurement (according) quantity. |
| first_indexed | 2024-12-13T22:24:20Z |
| format | Article |
| id | doaj.art-62eb05e5bd6247c8b1897721f9416822 |
| institution | Directory Open Access Journal |
| issn | 1335-1788 |
| language | English |
| last_indexed | 2024-12-13T22:24:20Z |
| publishDate | 2001-03-01 |
| publisher | Technical University of Kosice |
| record_format | Article |
| series | Acta Montanistica Slovaca |
| spelling | doaj.art-62eb05e5bd6247c8b1897721f94168222022-12-21T23:29:15ZengTechnical University of KosiceActa Montanistica Slovaca1335-17882001-03-01613941Accuracy of missing lines measured by geodetic total stationsKaifer JozefFor using line elements (horizontal and slope distances, heights differences) of a missing (unaccessible) line structure their accuracy are needed. Accuracy analysis of missing hori zontal distances.In some standing geodetic general practice most effective instruments for land measurement from selects going measuring instruments they are geodetic total stations. These apparatures thanks its universal accomplishment and special function make possible measure wide spectrum quantity and following they at its computer trough meet rountines outfit calculate further parameters. GTS fit not only on different genera three dimensional networks on much good level. Make possible straight measure oblique length D, zenit angle Z, horizontal angle ù and indirectly measure: horizontal length d, trigonometrical hights ∆h, length and level elements for failure parties (missing line) and coordinate distinction, respectively position data identification dot.From this auditorium service GTS is indeed actual investigate precision they indirectly measurement quantity. Precision straight measurement quantity (D,Z,ù) is for these instruments whenever known (statement manufacturer in shape primer standard divergence alternatively empirical standard divergence discovery employer) respectively well objective too in various conditions. Indirectly measurement parametres they are indeed from mathematical auditorium action straight measurement quantity, and so too their precision, which ours interest, myself produce following activity style and effect (transferred) their varians.Introduction treatise toward question accurancy of measurement GTS myself orientate just on research precision indirectly measurement (according) quantity.http://actamont.tuke.sk/pdf/2001/n1/7kaifer.pdftotal stationsdetermination and accuracy of missing linessurvey technology analysis |
| spellingShingle | Kaifer Jozef Accuracy of missing lines measured by geodetic total stations Acta Montanistica Slovaca total stations determination and accuracy of missing lines survey technology analysis |
| title | Accuracy of missing lines measured by geodetic total stations |
| title_full | Accuracy of missing lines measured by geodetic total stations |
| title_fullStr | Accuracy of missing lines measured by geodetic total stations |
| title_full_unstemmed | Accuracy of missing lines measured by geodetic total stations |
| title_short | Accuracy of missing lines measured by geodetic total stations |
| title_sort | accuracy of missing lines measured by geodetic total stations |
| topic | total stations determination and accuracy of missing lines survey technology analysis |
| url | http://actamont.tuke.sk/pdf/2001/n1/7kaifer.pdf |
| work_keys_str_mv | AT kaiferjozef accuracyofmissinglinesmeasuredbygeodetictotalstations |