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001 9910461296103321
005 20200520144314.0
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100   $a20110418d2011      uy             0
101 0 $aeng
135   $aur|n|---|||||
181   $ctxt
182   $cc
183   $acr
200 00$aCORS and OPUS for engineers$b[electronic resource] $etools for surveying and mapping applications /$fsponsored by the Geomatics Division of the American Society of Civil Engineers, The National Geodetic Survey ; edited by Toma?s Soler
210   $aReston, Va. $cAmerican Society of Civil Engineers$dc2011
215   $a1 online resource (193 p.)
300   $aDescription based upon print version of record.
311   $a0-7844-1164-6 
320   $aIncludes bibliographical references and index.
327   $a""Cover""; ""Contents""; ""Foreword""; ""Introduction""; ""1 Continuously Operating Reference Station (CORS): History, Applications, and Future Enhancements""; ""2 Criteria for Establishing and Operating a Continuously Operating Reference Station (CORS)""; ""3 The a???Online Positioning User Servicea??? Suite (OPUS-S, OPUS-RS, OPUS-DB)""; ""4 A Synopsis of the IGS Orbits Used in OPUS""; ""5 Accuracy of OPUS Solutions for 1-to 4-h Observing Sessions""; ""6 Statistics of Range of a Set of Normally Distributed Numbers""; ""7 Basic TEQC Instructions for OPUS Users""; ""8 OPUS-S Extended Data""
327   $a""9 Editing RINEX Files to Fix a Poor OPUS Run""""10 Heuristic Weighting and Data Conditioning in the National Geodetic Survey Rapid Static GPS Software""; ""11 Accuracy Assessment of the National Geodetic Surveya???s OPUS-RS Utility""; ""12 Accuracy of Rapid Static Online Positioning User Service (OPUS-RS) Revisited""; ""13 Understanding Error Messages Generated by the Rapid Static Online Positioning User Service (OPUS-RS)""; ""14 Editing RINEX Observation Files for OPUS-RS""; ""15 GPS Vectors, OPUS-S and OPUS-RS Observations in a Unified Adjustment""
327   $a""16 Constraining Network Adjustments to OPUS-RS Coordinate Observations""""17 Efficiency and Reliability of Ambiguity Resolution in Network-Based Real-Time Kinematic GPS""; ""18 Network Calibration for Unfavorable Reference-Rover Geometry in Network-Based RTK: Ohio CORS Case Study""; ""19 Transforming Positions and Velocities between the International Terrestrial Reference Frame of 2000 and North American Datum of 1983""; ""20 Horizontal Time-Dependent Positioning Software: Usera???s Guide""; ""21 Best Methods for High Accuracy Real Time GNSS Positioning from a Single Reference Station""
327   $a""22 Transforming OPUS Results to WGS84""""Index""; ""A""; ""C""; ""E""; ""G""; ""H""; ""I""; ""M""; ""N""; ""O""; ""P""; ""R""; ""S""; ""T""; ""W""
517 3 $aTools for surveying and mapping applications
606   $aSurveying$xComputer programs
606   $aGlobal Positioning System
606   $aGeomatics$zUnited States
606   $aGeographic information systems$zUnited States
608   $aElectronic books.
615  0$aSurveying$xComputer programs.
615  0$aGlobal Positioning System.
615  0$aGeomatics
615  0$aGeographic information systems
676   $a526.982
701   $aSoler$b Tomas$0965824
712 02$aAmerican Society of Civil Engineers.$bGeomatics Division.
712 02$aNational Geodetic Survey (U.S.)
801  0$bMiAaPQ
801  1$bMiAaPQ
801  2$bMiAaPQ
906   $aBOOK
912   $a9910461296103321
996   $aCORS and OPUS for engineers$92191459
997   $aUNINA