| contributor author | Bofeng | |
| contributor author | Li | |
| contributor author | Yunzhong | |
| contributor author | Shen | |
| contributor author | Lizhi | |
| contributor author | Lou | |
| date accessioned | 2017-05-08T22:01:26Z | |
| date available | 2017-05-08T22:01:26Z | |
| date copyright | November 2013 | |
| date issued | 2013 | |
| identifier other | %28asce%29te%2E1943-5436%2E0000042.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/68990 | |
| description abstract | In 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 | |
| publisher | American Society of Civil Engineers | |
| title | Noniterative Datum Transformation Revisited with Two-Dimensional Affine Model as a Case Study | |
| type | Journal Paper | |
| journal volume | 139 | |
| journal issue | 4 | |
| journal title | Journal of Surveying Engineering | |
| identifier doi | 10.1061/(ASCE)SU.1943-5428.0000110 | |
| tree | Journal of Surveying Engineering:;2013:;Volume ( 139 ):;issue: 004 | |
| contenttype | Fulltext | |