Base Station Establishment Using Multiple Global Positioning Satellite Stations and Free Net ApproachSource: Journal of Surveying Engineering:;2006:;Volume ( 132 ):;issue: 001Author:Israel Kashani
DOI: 10.1061/(ASCE)0733-9453(2006)132:1(24)Publisher: American Society of Civil Engineers
Abstract: One of the possible uses of the global positioning satellite permanent stations is to use them as a datum reference when a new base station is established in a geodetic or surveying project. However, the actual procedure is not always obvious. Combining a number of permanent stations in the process involves important decisions that the analyst must make, which can alternate the results dramatically. Important network design aspects that must be addressed are, for example, how many permanent stations should be involved in the process; how long should the session duration be; how should one constrain the permanent stations in the adjustment procedure; and so forth. This paper suggests an algorithm based on multibaseline processing, minimum constraints, and free net adjustment concepts, in order to produce a base station with reliable coordinates and realistic accuracy, while using one or more permanent stations. In order to demonstrate the algorithm and to support the conclusions, it presents numerical examples from the Permanent Stations Array in the State of Israel, processed at the Technion—Israel Institute of Technology, using
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| contributor author | Israel Kashani | |
| date accessioned | 2017-05-08T21:01:44Z | |
| date available | 2017-05-08T21:01:44Z | |
| date copyright | February 2006 | |
| date issued | 2006 | |
| identifier other | %28asce%290733-9453%282006%29132%3A1%2824%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/35949 | |
| description abstract | One of the possible uses of the global positioning satellite permanent stations is to use them as a datum reference when a new base station is established in a geodetic or surveying project. However, the actual procedure is not always obvious. Combining a number of permanent stations in the process involves important decisions that the analyst must make, which can alternate the results dramatically. Important network design aspects that must be addressed are, for example, how many permanent stations should be involved in the process; how long should the session duration be; how should one constrain the permanent stations in the adjustment procedure; and so forth. This paper suggests an algorithm based on multibaseline processing, minimum constraints, and free net adjustment concepts, in order to produce a base station with reliable coordinates and realistic accuracy, while using one or more permanent stations. In order to demonstrate the algorithm and to support the conclusions, it presents numerical examples from the Permanent Stations Array in the State of Israel, processed at the Technion—Israel Institute of Technology, using | |
| publisher | American Society of Civil Engineers | |
| title | Base Station Establishment Using Multiple Global Positioning Satellite Stations and Free Net Approach | |
| type | Journal Paper | |
| journal volume | 132 | |
| journal issue | 1 | |
| journal title | Journal of Surveying Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9453(2006)132:1(24) | |
| tree | Journal of Surveying Engineering:;2006:;Volume ( 132 ):;issue: 001 | |
| contenttype | Fulltext |