Fundamentals of GPS Baseline and Height DeterminationsSource: Journal of Surveying Engineering:;1989:;Volume ( 115 ):;issue: 002Author:James Collins
DOI: 10.1061/(ASCE)0733-9453(1989)115:2(223)Publisher: American Society of Civil Engineers
Abstract: Differential GPS phase‐measuring surveys yield accuracies of a few parts per million in all three coordinates. To achieve the best results for the least cost requires careful planning of the measurement scheme. Determination of accurate elevations from GPS measurement schemes is possible if the measured vectors are properly adjusted and rotated into the geoidal surface. A discussion of the basics of this procedure is presented.
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| contributor author | James Collins | |
| date accessioned | 2017-05-08T21:01:11Z | |
| date available | 2017-05-08T21:01:11Z | |
| date copyright | May 1989 | |
| date issued | 1989 | |
| identifier other | %28asce%290733-9453%281989%29115%3A2%28223%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/35602 | |
| description abstract | Differential GPS phase‐measuring surveys yield accuracies of a few parts per million in all three coordinates. To achieve the best results for the least cost requires careful planning of the measurement scheme. Determination of accurate elevations from GPS measurement schemes is possible if the measured vectors are properly adjusted and rotated into the geoidal surface. A discussion of the basics of this procedure is presented. | |
| publisher | American Society of Civil Engineers | |
| title | Fundamentals of GPS Baseline and Height Determinations | |
| type | Journal Paper | |
| journal volume | 115 | |
| journal issue | 2 | |
| journal title | Journal of Surveying Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9453(1989)115:2(223) | |
| tree | Journal of Surveying Engineering:;1989:;Volume ( 115 ):;issue: 002 | |
| contenttype | Fulltext |