Determination of Orthometric Height of NJI2 CORS Station

dc.contributor.author	Joshua Greenfeld
dc.contributor.author	James D. Sens
dc.date.accessioned	2017-05-08T21:01:38Z
dc.date.available	2017-05-08T21:01:38Z
dc.date.copyright	August 2003
dc.date.issued	2003
dc.identifier.other	%28asce%290733-9453%282003%29129%3A3%28110%29.pdf
dc.identifier.uri	http://yetl.yabesh.ir/yetl/handle/yetl/35875
dc.description.abstract	Many surveyors use the network of global positioning system (GPS) Continuously Operating Reference Stations (CORS) as accurate “free” control monuments in their projects. The National Geodetic Survey (NGS) publishes and maintains coordinates for these stations in terms of X, Y, Z, and latitude, longitude, and ellipsoidal heights. This information is very useful for horizontal positioning but not for vertical positioning. Establishing the orthometric heights of a CORS station will enhance its usefulness to surveyors and geodesists. In this paper, a method for determining orthometric heights for CORS is described and evaluated. The implementation of the proposed procedure at the NJI2 CORS station produced an orthometric height with a standard deviation of ±1 mm.
dc.publisher	American Society of Civil Engineers
dc.title	Determination of Orthometric Height of NJI2 CORS Station
dc.type	Journal Paper
dc.journal.volume	129
dc.journal.issue	3
dc.journal.title	Journal of Surveying Engineering
dc.identifier.doi	10.1061/(ASCE)0733-9453(2003)129:3(110)
dc.tree	Journal of Surveying Engineering:;2003:;Volume ( 129 ):;issue: 003
dc.contenttype	Fulltext