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contributor authorRoger L. Merrell
date accessioned2017-05-08T21:01:04Z
date available2017-05-08T21:01:04Z
date copyrightOctober 1986
date issued1986
identifier other%28asce%290733-9453%281986%29112%3A2%2883%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/35535
description abstractThe respective roles of government and the private sector in geodetic surveying are relative and whatever they are now, they are about to change. To a major degree existing roles have been established by: (1) National interest and need; (2) economics; and (3) technology. The latter two are intertwined. The extent of the existing National Geodetic Reference System (NGRS), for example, was based partly on the need to provide sufficient density to permit local surveys (private or government) access to the datum within certain economic bounds. These economic bounds are driven, almost exclusively, by the methodologies used. GPS has the potential for changing these economic boundaries and, therefore, revising the nature of geodetic reference systems. A backbone national reference system at 500 km spacing with secondary stations spaced between 50 km and 200 km should suffice in a full GPS environment.
publisherAmerican Society of Civil Engineers
titleGeodetic Reference Systems in GPS Environment
typeJournal Paper
journal volume112
journal issue2
journal titleJournal of Surveying Engineering
identifier doi10.1061/(ASCE)0733-9453(1986)112:2(83)
treeJournal of Surveying Engineering:;1986:;Volume ( 112 ):;issue: 002
contenttypeFulltext


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