| dc.contributor.author | Kyle Snow | |
| dc.contributor.author | Burkhard Schaffrin | |
| dc.date.accessioned | 2017-05-08T21:01:47Z | |
| dc.date.available | 2017-05-08T21:01:47Z | |
| dc.date.copyright | August 2007 | |
| dc.date.issued | 2007 | |
| dc.identifier.other | %28asce%290733-9453%282007%29133%3A3%28114%29.pdf | |
| dc.identifier.uri | http://yetl.yabesh.ir/yetl/handle/yetl/35993 | |
| dc.description.abstract | Geodetic networks, when derived solely from observed GPS baseline vectors, have an inherent datum deficiency of dimension three due to the respective unknown translation parameters. Thus, estimated coordinates from a (weighted) least-squares adjustment will not be unique, although the adjusted baseline vectors are. Uniqueness, without affecting the adjustment as such, can be achieved by introducing a minimum number of constraints for the coordinates, or by applying an objective function on the set of least-squares solutions (LESS) that fulfill the so-called normal equations. In both alternatives, bias control for some (or all) coordinate estimates has so far been treated only as a secondary issue. Here it is shown that the recently introduced estimator of type BLIMPBE—although generally not a LESS—can indeed be expected to be superior to all other linear estimators that minimize the bias for certain coordinates. This performance is demonstrated in a GPS network that includes GPS receivers at several continuously operating reference stations. | |
| dc.publisher | American Society of Civil Engineers | |
| dc.title | GPS-Network Analysis with BLIMPBE: An Alternative to Least-Squares Adjustment for Better Bias Control | |
| dc.type | Journal Paper | |
| dc.journal.volume | 133 | |
| dc.journal.issue | 3 | |
| dc.journal.title | Journal of Surveying Engineering | |
| dc.identifier.doi | 10.1061/(ASCE)0733-9453(2007)133:3(114) | |
| dc.tree | Journal of Surveying Engineering:;2007:;Volume ( 133 ):;issue: 003 | |
| dc.contenttype | Fulltext | |