Accuracy Assessment of Different Error Adjustment Methods in Closed Traverse Networks; Studying the Impact of Different Observation Error Setups in Different Geometrical Configurations
Abstract:Abstract. Similar to all infrastructural works, in order to directly prepare a map, one must act in a whole-to-part way. First, a framework containing certain coordinated points which can be used as base points for subsidiary measurements must be provided, relying on which various surveying tasks can be carried out. By means of solutions, the observation errors in determining the stable points should be propagated between all the observations. In the past, classical methods have been used due to the lack of fa… Show more
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