GPS as Fast Surveying ToolSource: Journal of Surveying Engineering:;1990:;Volume ( 116 ):;issue: 002Author:J. David Newcomer
DOI: 10.1061/(ASCE)0733-9453(1990)116:2(75)Publisher: American Society of Civil Engineers
Abstract: Global positioning system (GPS) equipment, the world's best electronic distance measuring machines (EDMs), are becoming faster and easier to use. Not only does one use this new portable equipment to establish distance, but three‐dimensional positioning is quickly available. The use of GPS as a tool for accomplishing boundary surveys; topographic surveys; location surveys; control surveys for GIS/LIS, photogrammetry, national, state and local coordinate systems; and other land surveys is here to stay. Kinematic GPS, the latest use of the system is now a reality. Initially, 45 min to 2 hr of data collection was required to obtain first‐order work (1:100,000). One can now establish a new point with as little as 90 sec of data while maintaining the same first‐order accuracy. Further, it has been shown by actual field use that one can maintain sufficient signal strength to move from point to point while collecting data. Very little data is required to obtain the three‐dimensional position of the new point. The move can be made by vehicle or on foot.
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contributor author | J. David Newcomer | |
date accessioned | 2017-05-08T21:01:15Z | |
date available | 2017-05-08T21:01:15Z | |
date copyright | May 1990 | |
date issued | 1990 | |
identifier other | %28asce%290733-9453%281990%29116%3A2%2875%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/35641 | |
description abstract | Global positioning system (GPS) equipment, the world's best electronic distance measuring machines (EDMs), are becoming faster and easier to use. Not only does one use this new portable equipment to establish distance, but three‐dimensional positioning is quickly available. The use of GPS as a tool for accomplishing boundary surveys; topographic surveys; location surveys; control surveys for GIS/LIS, photogrammetry, national, state and local coordinate systems; and other land surveys is here to stay. Kinematic GPS, the latest use of the system is now a reality. Initially, 45 min to 2 hr of data collection was required to obtain first‐order work (1:100,000). One can now establish a new point with as little as 90 sec of data while maintaining the same first‐order accuracy. Further, it has been shown by actual field use that one can maintain sufficient signal strength to move from point to point while collecting data. Very little data is required to obtain the three‐dimensional position of the new point. The move can be made by vehicle or on foot. | |
publisher | American Society of Civil Engineers | |
title | GPS as Fast Surveying Tool | |
type | Journal Paper | |
journal volume | 116 | |
journal issue | 2 | |
journal title | Journal of Surveying Engineering | |
identifier doi | 10.1061/(ASCE)0733-9453(1990)116:2(75) | |
tree | Journal of Surveying Engineering:;1990:;Volume ( 116 ):;issue: 002 | |
contenttype | Fulltext |