A method for point stability verification in a closed level traverse [articol]

dc.contributor.author	Doandeş, Victor
dc.date.accessioned	2020-03-26T10:15:53Z
dc.date.accessioned	2021-03-01T08:42:16Z
dc.date.available	2020-03-26T10:15:53Z
dc.date.available	2021-03-01T08:42:16Z
dc.date.issued	2010
dc.identifier.citation	Doandeş, Victor. A method for point stability verification in a closed level traverse. Timişoara: Editura Politehnica, 2010	en_US
dc.identifier.uri	http://primo.upt.ro:1701/primo-explore/search?query=any,contains,A%20method%20for%20point%20stability%20verification%20in%20a%20closed%20level%20traverse&tab=default_tab&search_scope=40TUT&vid=40TUT_V1&lang=ro_RO&offset=0 Link Primo
dc.description.abstract	The correct interpretation of a displacement is a direct function of knowing the precision with which it was determined. Therefore, the measurements taken on the points that constitute the level traverse (with unequal distance between stations) must ensure the determination of each traverse point’s level position, the medium squared error, and the verification of points’ stability in the traverse between different survey stages.	en_US
dc.language.iso	en	en_US
dc.publisher	Timişoara: Editura Politehnica	en_US
dc.relation.ispartofseries	Seria hidrotehnică, Tom 55(69), fasc. 1, 2 (2010);
dc.subject	Topography	en_US
dc.subject	Level traverse	en_US
dc.subject	Errors	en_US
dc.title	A method for point stability verification in a closed level traverse [articol]	en_US
dc.type	Article	en_US