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contributor authorGuoquan
contributor authorWang
contributor authorTomás
contributor authorSoler
date accessioned2017-05-08T22:01:26Z
date available2017-05-08T22:01:26Z
date copyrightAugust 2013
date issued2013
identifier other%28asce%29te%2E1943-5436%2E0000019.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/68982
description abstractThe Houston area has been suffering from subsidence for several decades. Therefore, continuously operating reference stations (CORS) in this area may have experienced considerable vertical displacements. The Online Positioning User Service (OPUS), provided by the National Geodetic Survey (NGS), uses CORS as references in its data processing. This study investigated what effects, if any, the subsidence experienced by these CORS around Houston contributes to the accuracy of OPUS vertical results. Our OPUS results were determined from three long-term (over 10-year) blocks of continuous data using Global Positioning System (GPS) stations located in different parts of the Houston area. The OPUS results were compared with the vertical measurements from the precise point positioning with single receiver phase ambiguity (PPP-SRPA) solution implicit in the
publisherAmerican Society of Civil Engineers
titleUsing OPUS for Measuring Vertical Displacements in Houston, Texas
typeJournal Paper
journal volume139
journal issue3
journal titleJournal of Surveying Engineering
identifier doi10.1061/(ASCE)SU.1943-5428.0000103
treeJournal of Surveying Engineering:;2013:;Volume ( 139 ):;issue: 003
contenttypeFulltext


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