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contributor authorBofeng
contributor authorLi
contributor authorYunzhong
contributor authorShen
contributor authorLizhi
contributor authorLou
date accessioned2017-05-08T22:01:26Z
date available2017-05-08T22:01:26Z
date copyrightNovember 2013
date issued2013
identifier other%28asce%29te%2E1943-5436%2E0000042.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/68990
description abstractIn geospatial applications, the datum transformation has been necessarily employed to transform the geospatial outcomes from the data-collection system to the user-interested system. Its key is to compute the transformation parameters that describe the geometric relation between two datum systems. The ordinary least-squares based transformation parameter estimation needs the iterative computations unless the initial values of parameters are approximate enough, which is usually time-consuming. Particularly with the development of (near) real-time data collection techniques, such iterative datum transformation method cannot meet the real-time applications. In this paper, we study the noniterative method in terms of the multivariate least-squares theory with two-dimensional empirical affine transformation as a case study. We address the noniterative transformation for the partially and fully error-affected affine models, respectively. The study indicates that the noniterative solution exists when the variance matrix of coordinate errors is structured as
publisherAmerican Society of Civil Engineers
titleNoniterative Datum Transformation Revisited with Two-Dimensional Affine Model as a Case Study
typeJournal Paper
journal volume139
journal issue4
journal titleJournal of Surveying Engineering
identifier doi10.1061/(ASCE)SU.1943-5428.0000110
treeJournal of Surveying Engineering:;2013:;Volume ( 139 ):;issue: 004
contenttypeFulltext


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