Macrometer Satellite SurveyingSource: Journal of Surveying Engineering:;1984:;Volume ( 110 ):;issue: 002Author:Alfred Leick
DOI: 10.1061/(ASCE)0733-9453(1984)110:2(146)Publisher: American Society of Civil Engineers
Abstract: The Global Positioning System provides relative positions to 1–2 ppm with anrobservation time of 2–3 hr. The quality does not depend on weather; there is no intervisibility between stations required. The inner and minimal constraint solutions are introduced for the quality control of GPS vector observation. The problems of network maintenance assume new significance in view of the high quality of GPS observations. The 3‐ and 2‐dimensional transformations are introduced for implementing GPS vector observations into existing networks. The 3‐dimensional transformation is parameterized by scale, 3 translations, and 3 rotations. This transformation is unique, i.e., the same a posteriori variance of unit weight and residuals are obtained, even though there are different choices for the rotations. The 2‐dimensional transformation is carried out on the ellipsoid. A combined adjustment of all terrestrial and GPS observations of a local area avoids dealing with network distortions. The primary quantities are the observations and not the coordinates.
|
Collections
Show full item record
| contributor author | Alfred Leick | |
| date accessioned | 2017-05-08T21:00:59Z | |
| date available | 2017-05-08T21:00:59Z | |
| date copyright | August 1984 | |
| date issued | 1984 | |
| identifier other | %28asce%290733-9453%281984%29110%3A2%28146%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/35488 | |
| description abstract | The Global Positioning System provides relative positions to 1–2 ppm with anrobservation time of 2–3 hr. The quality does not depend on weather; there is no intervisibility between stations required. The inner and minimal constraint solutions are introduced for the quality control of GPS vector observation. The problems of network maintenance assume new significance in view of the high quality of GPS observations. The 3‐ and 2‐dimensional transformations are introduced for implementing GPS vector observations into existing networks. The 3‐dimensional transformation is parameterized by scale, 3 translations, and 3 rotations. This transformation is unique, i.e., the same a posteriori variance of unit weight and residuals are obtained, even though there are different choices for the rotations. The 2‐dimensional transformation is carried out on the ellipsoid. A combined adjustment of all terrestrial and GPS observations of a local area avoids dealing with network distortions. The primary quantities are the observations and not the coordinates. | |
| publisher | American Society of Civil Engineers | |
| title | Macrometer Satellite Surveying | |
| type | Journal Paper | |
| journal volume | 110 | |
| journal issue | 2 | |
| journal title | Journal of Surveying Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9453(1984)110:2(146) | |
| tree | Journal of Surveying Engineering:;1984:;Volume ( 110 ):;issue: 002 | |
| contenttype | Fulltext |