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dc.contributor.authorGarcía-Balboa, José L.
dc.contributor.authorRuiz-Armenteros, Antonio M.
dc.contributor.authorRodríguez Avi, José
dc.contributor.authorReinoso Gordo, Juan Francisco 
dc.contributor.authorRobledillo-Román, Juan
dc.date.accessioned2019-03-27T09:29:34Z
dc.date.available2019-03-27T09:29:34Z
dc.date.issued2018-09-20
dc.identifier.citationGarcía-Balboa, J.L. [et al.]. A Field Procedure for the Assessment of the Centring Uncertainty of Geodetic and Surveying Instruments. Sensors 2018, 18, 3187es_ES
dc.identifier.issn1424-8220
dc.identifier.urihttp://hdl.handle.net/10481/55225
dc.description.abstractThe uncertainty evaluation of survey measurements is a daily and essential task in any surveying work. The result of a measurement is, in fact, only complete when accompanied by a statement of its uncertainty. Miscentring, or centring error, is one of the sources of uncertainty in every basic survey measurement which may have a great effect on horizontal angle measurement for short distances. In the literature, different terms and values are considered to refer to this source of uncertainty. Standard ISO 17123 provides different procedures for assessing the measurement uncertainty of geodetic and surveying instruments, with the aim of checking their suitability for the intending and immediate task in field conditions. ISO 17123 is aware of the importance of uncertainty in the instrument centring, but it does not propose any standardised procedure for its assessment. In this study, we propose such a procedure following a Type A evaluation (through the statistical analysis of series of observations), avoiding using values from Type B evaluations (from manufacturer’s specifications, handbooks, personal experiences, etc.) that could be unsuitable for the conditions of the task. Uncertainty can be individualised for a particular instrument (which includes the plummet type), ground mark, operator, and other factors on which the results could be dependent. The testing methodology includes a configuration of the test field, measurements, and calculation, following the structure of each part of the standard ISO 17123. An experimental application is included with two different total stations, which also includes a statistical analysis of the results.es_ES
dc.description.sponsorshipThe work of J.R.-R. was funded by the Vice Chancellor of Relations with Society and Labour Insertion of the University of Jaén (Grant No. 06190505N5 IFT1). The article processing charge (APC) was funded by the Research Groups “Ingeniería Cartográfica” and “Microgeodesia Jaén” (Grant Nos. PAIDI-TEP-164 and PAIDI-RNM-282 from the Regional Government of Andalucía) which also received financial support from PAIUJA R5/1/2017 of the University of Jaén.es_ES
dc.language.isoenges_ES
dc.publisherMDPIes_ES
dc.rightsAtribución 3.0 España*
dc.rights.urihttp://creativecommons.org/licenses/by/3.0/es/*
dc.subjectCentring errores_ES
dc.subjectUncertainty es_ES
dc.subjectPlummetes_ES
dc.subjectTribraches_ES
dc.subjectTotal stationes_ES
dc.subjectGNSSes_ES
dc.subjectTLSes_ES
dc.titleA Field Procedure for the Assessment of the Centring Uncertainty of Geodetic and Surveying Instrumentses_ES
dc.typejournal articlees_ES
dc.rights.accessRightsopen accesses_ES


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