0526 Site Information Form (site log) International GPS Service See Instructions at: ftp://igscb.jpl.nasa.gov/pub/station/general/sitelog_instr.
|
|
|
- Austen Pierce
- 5 years ago
- Views:
Transcription
1 0. Form 0526 Site Information Form (site log) International GPS Service See Instructions at: ftp://igscb.jpl.nasa.gov/pub/station/general/sitelog_instr.txt Prepared by (full name) : Schneider, Volker Date Prepared : Report Type : UPDATE If Update: Previous Site Log : 0526_ log Modified/Added Sections : 3.11, Site Identification of the GNSS Monument Site Name : PRUEM Four Character ID : 0526 Monument Inscription : IERS DOMES Number : UNASSIGNED CDP Number : Monument Description : ALUMINIUM HOLDER WITH ALUMINIUM PLATE Height of the Monument : 1.5 M Monument Foundation : MOUNTED ON TOP OF A CHIMNEY Foundation Depth : Marker Description : CENTER OF ALUMINIUM PLATE (WINDING) : T10:00Z Geologic Characteristic : DEVONIAN Bedrock Type : SILTSTONE, GRAVEL, CLAY Bedrock Condition : Fracture Spacing : Fault zones nearby : Distance/activity : OWNER OF BUILDING IS LOCAL CADASTRAL OFFICE 2. Site Location Information City or Town : PRUEM State or Province : RHINELAND-PALATINATE Country : GERMANY Tectonic Plate : EURASIAN PLATE Approximate Position (ITRF) X coordinate (m) : Y coordinate (m) : Z coordinate (m) : Latitude (N is +) : Longitude (E is +) : Elevation (m,ellips.) : ETRS89, REALIZATION DREF91 (since ) 3. GNSS Receiver Information 3.1 Receiver Type : LEICA GRX1200GGPRO Serial Number : Firmware Version : 4.00 : T10:00Z : T08:00Z
2 3.2 Receiver Type : LEICA GRX1200PRO : GPS Serial Number : Firmware Version : 5.50 : T08:11Z : T08:10Z 3.3 Receiver Type : LEICA GRX1200PRO : GPS Serial Number : Firmware Version : 6.02 : T08:20Z : T10:50Z 3.4 Receiver Type : LEICA GRX1200GGPRO Firmware Version : 6.02 : T11:00Z : T14:05Z 3.5 Receiver Type : LEICA GRX1200GGPRO Firmware Version : 7.53 : T14:30Z : T10:42Z 3.6 Receiver Type : LEICA GRX1200GGPRO Firmware Version : 8.0 : T11:12Z : T11:01Z 3.7 Receiver Type : LEICA GRX1200GGPRO Firmware Version : 8.51/3.019 : T11:21Z : T11:00Z 3.8 Receiver Type : LEICA GR25 Serial Number :
3 Firmware Version : 2.62/6.112 : T11:10Z : T08:05Z 3.9 Receiver Type : LEICA GR25 Serial Number : Firmware Version : 4.00/6.522 : T08:15Z : T07:54Z 3.10 Receiver Type : LEICA GR25 Serial Number : Firmware Version : 4.02/6.522 : T08:05Z : T08:38Z 3.11 Receiver Type : LEICA GR50 Serial Number : Firmware Version : 4.10/7.001 : T08:45Z : T12:26Z 3.12 Receiver Type : LEICA GR50 Serial Number : Firmware Version : 4.11 / : T12:38Z : 4. GNSS Antenna Information 4.1 Antenna Type : LEIAT503 LEIC Serial Number : 3021 Antenna Reference Point : TOP=ARP Marker->ARP Up Ecc. (m) : Antenna Radome Type : LEIC : T10:00Z : T08:45Z ANTENNA ABSOLUTE CALIBRATED (ROBOT) BY GEO++
4 GMBH GARBSEN GPS-WEEK Antenna Type : LEIAT504GG NONE Serial Number : Antenna Reference Point : BPA=ARP Marker->ARP Up Ecc. (m) : Antenna Radome Type : NONE : T11:00Z : T10:30Z ANTENNA ABSOLUTE CALIBRATED (ROBOT) BY GEO++ GMBH GARBSEN (LEIAT504GG+DFB NONE) GPS-WEEK Antenna Type : LEIAT504GG LEIS Serial Number : Antenna Reference Point : BPA=ARP Marker->ARP Up Ecc. (m) : Antenna Radome Type : LEIS : T10:53Z : T08:00Z ANTENNA ABSOLUTE CALIBRATED (ROBOT) BY GEO++ GMBH GARBSEN (LEIAT504GG+DFB LEIS) GPS-WEEK Antenna Type : LEIAR25.R4 LEIT Serial Number : Antenna Reference Point : BPA=ARP Marker->ARP Up Ecc. (m) : Antenna Radome Type : LEIT : T12:15Z : ANTENNA ABSOLUTE CALIBRATED BY ANTENNENMESSKAMMER BONN (LEIAR25.R4 LEIT) GPS WEEK Surveyed Local Ties 6. Frequency Standard 6.1 Standard Type : INTERNAL Input Frequency : Effective Dates : T10:00Z Notes : NONE 7. Collocation Information
5 8. Meteorological Instrumentation 9. Local Ongoing Conditions Possibly Affecting Computed Position Radio Interferences : UNKNOWN Observed Degradations : Effective Dates : Multipath Sources : UNKNOWN Effective Dates : Signal Obstructions : UNKNOWN Effective Dates : 10. Local Episodic Effects Possibly Affecting Data Quality 11. On-Site, Point of Contact Agency Information Agency : LANDESAMT FUER VERMESSUNG UND GEOBASISINFORMATION RHEINLAND-PFALZ Preferred Abbreviation : LVERMGEORP Mailing Address : VON-KUHL-STRASSE 49 : KOBLENZ Primary Contact Contact Name : MARTIN FETTKE Telephone (primary) : Fax : martin.fettke@vermkv.rlp.de Contact Name : Telephone (primary) : Fax : Secondary Contact Contact Name : VOLKER SCHNEIDER Telephone (primary) : Fax : volker.schneider@vermkv.rlp.de Contact Name : HERBERT KRAEBER Telephone (primary) : Fax : herbert.kraeber@vermkv.rlp.de 12. Responsible Agency (if different from 11.) Agency : Preferred Abbreviation : Mailing Address : Primary Contact Contact Name : Telephone (primary) :
6 Fax : Secondary Contact Contact Name : Telephone (primary) : Fax : More Information Primary Data Center : LVERMGEORP Secondary Data Center : LGN URL for More Information : Hardcopy on File Site Map : Y Site Diagram : N Horizon Mask : N Monument Description : Y Site Pictures : Y Antenna Graphics with Dimensions
DP5A Site Information Form (site log) DuPage County, Illinois. 0. Form
DP5A Site Information Form (site log) DuPage County, Illinois 0. Form Prepared by (full name) : Francine Coloma Date Prepared : 2013-04-23 Report Type : UPDATE If Update: Previous Site Log : dp5a_20090820.log
FORMED IN LESS THAN 20ö OF LESS OVER SILTY LOAM GLACIAL TILL. : (IGNEOUS/METAMORPHIC/SEDIMENTARY) : (1-10 cm/11-50 cm/ cm/over 200 cm)
0. Form Prepared by (full name) : ROBERT SCHULDT Date Prepared : 2010-10-22 Report Type : NEW If Update: Previous Site Log : (ssss_ccyymmdd.log) Modified/Added Sections : (n.n,n.n,...) 1. Site Identification
Monitoring Vertical Land Movements at Tide Gauges
Monitoring Vertical Land Movements at Tide Gauges Dr Richard Bingley, Institute of Engineering Surveying and Space Geodesy, University of Nottingham - 142 - Monitoring Vertical Land Movements at Tide Gauges
Monitoring Vertical Land Movements at Tide Gauges
Monitoring Vertical Land Movements at Tide Gauges Dr Richard Bingley, Institute of Engineering Surveying and Space Geodesy, University of Nottingham - 141 - Monitoring Vertical Land Movements at Tide Gauges
Monitoring Vertical Land Movements at Tide Gauges
Monitoring Vertical Land Movements at Tide Gauges Dr Richard Bingley, Institute of Engineering, Surveying and Space Geodesy, University of Nottingham - 142 - Monitoring Vertical Land Movements at Tide
PRACTICAL INFORMATIONS
Station GPS permanente IPG Paris DGF Uchile UNAP Iquique Site Name : PCAL Calama Author : Socquet/Carrizo Site Code : PCAL date installation: 2003 _ 11 _30 Coordinates : PCAL : -68.9297-22.4563 2300.28
MONUMENTATION Inox rod (Delmont type) scealed in concrete at the top of the wall on the building Centro Cultural. Historic PRACTICAL INFORMATIONS
tation GP permanente IPG Paris DGF Uchile UCNA Iquique ite Name : Mejillones Author : Ruegg / dechabalier ite Code : PMEJ date installation: 2003 month 11 day 29 Coordinates : Lat. : -23.10082271 Lon.
DESCRIPTION MONUMENTATION HISTORIC PRACTICAL INFORMATIONS
Station GPS permanente DGF Uchile IPG Paris Site Name UNAP Iquique Author Carrizo / Bejar Punta Urcu (Coastal Route Tocopîlla Iquique ) Site Code URCU Coordinates URCU Date installation 2007 12 04-21.763750-70.152917
PRACTICAL INFORMATIONS
tation GP permanente IPG Paris DGF Uchile UNAP Iquique ite Name : UAP _ Iquique Author : Ruegg / dechabalier ite Code : UAPE date installation: 2005 _ 05 21 Coordinates : UAPE : -70.14126067-20.24300048
Record 2013/01 GeoCat 75057
Record 2013/01 GeoCat 75057 Determination of GDA94 coordinates for station CCMB at the Clermont Coal Mine of Rio Tinto Coal Australia (RTCA) in central Queensland using the October and November 2012 GPS
Record 2013/06 GeoCat 75084
Record 2013/06 GeoCat 75084 Determination of GDA94 coordinates for station CAVL at the Caval Ridge Mine of RPS Australia East Pty Ltd in Queensland using the November 2012 GPS data set G. Hu, J. Dawson
Record 2012/76 GeoCat 74975
Record 2012/76 GeoCat 74975 Determination of GDA94 coordinates for station GRBA at the Goonyella Riverside Mine of the BHP Billiton Mitsubishi Alliance (BMA) in central Queensland using the September and
Determination of GDA94 coordinates for fifteen CORSnet-NSW stations using the October 2012 GPS data sets
Record 2013/10 GeoCat 75460 Determination of GDA94 coordinates for fifteen CORSnet-NSW stations using the October 2012 GPS data sets G. Hu, J. Dawson APPLYING GEOSCIENCE TO AUSTRALIA S MOST IMPORTANT CHALLENGES
Determination of GDA94 coordinates for station PDM1 at BMA s Peak Downs Mine in central Queensland using the June 2013 GPS data set
Record 2013/42 GeoCat 76764 Determination of GDA94 coordinates for station PDM1 at BMA s Peak Downs Mine in central Queensland using the G. Hu, J. Dawson APPLYING GEOSCIENCE TO AUSTRALIA S MOST IMPORTANT
Determination of GDA94 coordinates for eight stations of Ultimate Positioning Group Pty Ltd using the May 2013 GPS data set
Record 2013/47 GeoCat 78541 Determination of GDA94 coordinates for eight stations of Ultimate Positioning Group Pty Ltd using the May 2013 GPS G. Hu, J. Dawson APPLYING GEOSCIENCE TO AUSTRALIA S MOST IMPORTANT
DESCRIPTION MONUMENTATION HISTORIC PRACTICAL INFORMATIONS
Station GPS permanente DGF Uchile IPG Paris Site Name UNAP Iquique Author Carrizo Cerro Mica (Coastal Cordillera) Site Code MICA Coordinates MICA Date installation 2007 12 16-21.71476292-69.82727839 1675.36
Record 2011/02. GeoCat # M. Jia, J. Dawson APPLYING GEOSCIENCE TO AUSTR ALIA S MOST IMPORTANT CHALLENGES
G E O S C I E N C E A U S T R A L I A Correction to Determination of GDA94 coordinates for eleven Queensland Department of Environment and Resource Management CORS stations using the August 2010 GPS data
GUIDELINES FOR EPN STATIONS & OPERATIONAL CENTRES
Guidelines for EPN Stations & Operational Centres Page 1 of 16 GUIDELINES FOR EPN STATIONS & OPERATIONAL CENTRES EPN Central Bureau C. Bruyninx, epncb@oma.be Updates: Regional data centre OLG is replaced
Absolute Antenna Calibration
Absolute Antenna Calibration (Characteristics of Antenna Type) Method Geo++ GNPCV Real Time Calibration Antenna Data Manufacturer : CHC Shanghai HuaCe Navigation Technology Ltd. Antenna Type : i80 GNSS
Geo++ White Paper. Comparison and Analysis of BLOCK II/IIA Offsets from Antenna Field Calibrations
Geo++ White Paper Comparison and Analysis of BLOCK II/IIA Offsets from Antenna Field Calibrations Gerhard Wübbena, Martin Schmitz Geo++ Gesellschaft für satellitengestützte geodätische und navigatorische
Determination of GDA94 coordinates for eighteen C.R. Kennedy Survey Solutions stations using the July and August 2011 GPS data set
G E O S C I E N C E A U S T R A L I A Determination of GDA94 coordinates for eighteen C.R. Kennedy Survey Solutions stations using the July and August 2011 GPS data set Jia, M. and Dawson, J. Record 2011/37
DESCRIPTION Permanent GPS station Northern Chile I region, Pica city, San Andres School building. Address: Matías de la Fuente, casa 17, Pica.
Station GPS permanente DGF Uchile IPG Paris Site Name PICA UNAP Iquique Author Socquet / Carrizo San Andres School, Pica Site Code PICC Coordinates PICC Date installation 2007 11 06-69.33461774-20.48981328
Teqc QC Results. MP1 and MP2
T rimble T RM59900 T i-choke Ring GNSS Ant enna T est Report Article Number: 788 Rating: Unrated Last Updated: Mon, Nov 23, 2015 at 11:11 PM Location: UNAVCO facility roof NE corner Author: Henry Berglund
GPS Survey NAM Waddenzee
1 of 25 Date: October 26, 2006 Author: ir. Jean-Paul Henry, 06-GPS : 1.0 Date: Author: ir. Frank Dentz, 06-GPS Checked: ir. Jean-Paul Henry, 06-GPS : 06-GPS B.V. Kubus 11 NL 3364 DG Sliedrecht Tel.: 0184
SITE SURVEY REPORT. Contract number: Customer: Site Name: Site Location: (City, Country) Sub-contractor: Requested by TSS/Project Manager Date:
Contract number: Customer: Site Name: Site Location: (City, Country) SITE SURVEY REPORT Sub-contractor: Requested by TSS/Project Manager Date: Survey Date: Surveyor: Survey: CONTRACT NUMBER: SITE Survey
RTK in Industry and Practical Work
RTK in Industry and Practical Work Martin Schmitz Geo++ GmbH 30827 Garbsen, Germany www.geopp.de Motivation to Select a Topic Geo++ is a company with main focus on development of GNSS software and applications
armasuisse Swiss Federal Office of Topography swisstopo GNSS Tracking Issues Stefan C. Schaer
armasuisse GNSS Tracking Issues Stefan C. Schaer Outline Current GNSS satellite constellation GLONASS negative frequency channels Improved IGS GNSS receiver coverage Survey of employed IGS GNSS receiver
Wind Power GeoPlanner. GPS Study
Prepared on Behalf of Eight Point Wind, LLC Table of Contents 1. Introduction - 1-2. Project Overview - 1-3. Line-of-Sight Analysis - 2-4. Impact Assessment - 5-5. Contact - 5 - Comsearch Proprietary -
Titelmaster. Antenna properties
Titelmaster On the Accuracy of Absolute GNSS Antenna Calibration in Context of Near Field Effects Barbara Görres, Philipp Zeimetz, Heiner Kuhlmann Institute of Geodesy and Geoinformation University of
The Impact of Different GPS Antenna Calibration Models on the EUREF Permanent Network
103 The Impact of Different GPS Antenna Calibration Models on the EUREF Permanent Network CH. VÖLKSEN 1, F. MENGE 2 Abstract It is generally known that the phase center of a GPS antenna is not a stable
PRECISE POINT POSITIONING USING COMBDINE GPS/GLONASS MEASUREMENTS
PRECISE POINT POSITIONING USING COMBDINE GPS/GLONASS MEASUREMENTS Mohamed AZAB, Ahmed EL-RABBANY Ryerson University, Canada M. Nabil SHOUKRY, Ramadan KHALIL Alexandria University, Egypt Outline Introduction.
AUSPOS GPS Processing Report
AUSPOS GPS Processing Report February 13, 2012 This document is a report of the GPS data processing undertaken by the AUSPOS Online GPS Processing Service (version: AUSPOS 2.02). The AUSPOS Online GPS
Connecting a Cadastral Survey to PNG94 using GNSS
43rd Association of Surveyors PNG Congress, Lae, 12th-15th August 2009 Connecting a Cadastral Survey to PNG94 using GNSS Richard Stanaway QUICKCLOSE Workshop overview Legal requirements to connect surveys
RELEASE NOTES. Trimble. SPS Series Receivers. Introduction. New features and changes
RELEASE NOTES Trimble SPS Series Receivers Introduction New features and changes Version 4.42 Revision A June 2011 F Corporate office Trimble Navigation Limited Engineering and Construction group 5475
Geo++ GmbH Garbsen Germany
On GNSS Station Calibration of Antenna Near-Field Effects in RTK-Networks Gerhard Wübbena, Martin Schmitz Geo++ GmbH 30827 Garbsen Germany www.geopp.com Overview Motivation Near-Field Effects / Near-Field
GPS STATIC-PPP POSITIONING ACCURACY VARIATION WITH OBSERVATION RECORDING INTERVAL FOR HYDROGRAPHIC APPLICATIONS (ASWAN, EGYPT)
GPS STATIC-PPP POSITIONING ACCURACY VARIATION WITH OBSERVATION RECORDING INTERVAL FOR HYDROGRAPHIC APPLICATIONS (ASWAN, EGYPT) Ashraf Farah Associate Professor,College of Engineering, Aswan University,
Connecting a Survey to PNG94 and MSL using GNSS
45th Association of Surveyors PNG Congress, Madang, 19-22 July 2011 Connecting a Survey to PNG94 and MSL using GNSS Richard Stanaway QUICKCLOSE Workshop overview Legal requirements to connect surveys to
Investigation regarding Different Antennas combined with Low-cost GPS Receivers
Investigation regarding Different Antennas combined with Low-cost GPS Receivers FIG Working Week 2013 TS 05C - GNSS Positioning and Measurement I Commission 5 Li Zhang, Volker Schwieger Institute of Engineering
Accurate High-Sensitivity GPS for Short Baselines
Tutorial 3: Positioning and map matching - Part 3: Positioning by multi sensor systems 1 for Short Baselines FIG Working Week TS 6C GPS for Engineering Volker Schwieger University Stuttgart Germany Eilat,
GUIDELINES FOR MANAGING
GUIDELINES FOR MANAGING A GPS BASED CONTROL SYSTEM IN THE MARITIME PROVINCES Version 1.0 prepared for Maritime GPS Implementation Committee prepared by Geoplan Consultants Inc. in association with Gillis
Terrestrial Reference Frame of Serbia and its temporal rate
Belgrade University Faculty of Civil Engineering Terrestrial Reference Frame of Serbia and its temporal rate Sofija Naod, Sanja Grekulović, Violeta Vasilić Oleg Odalović, Dragan Blagojević Department of
Trimble Zephyr Geodetic 2 GNSS Antenna. Trimble GNSS-Ti Choke Ring Antenna. Trimble GNSS Choke Ring Antenna. Specifications
Trimble GNSS GEODETIC ANTENNAS A SOLUTION FOR EVERY APPLICATION The choice is yours. Trimble provides three GNSS antennas for geodetic applications. Both solutions deliver long term performance with proven
Proposed standard for permanent GNSS reference stations in the Nordic countries
Version 0.6 2003-05-15 Proposed standard for permanent GNSS reference stations in the Nordic countries Introduction Subproject A0 of the project Nordic Real-time Positioning Service Gunnar Hedling, Finn
The GNSS Active Control Point Concept Get the {dynamic} Reference Points when You Need
The GNSS Active Control Point Concept Get the {dynamic} Reference Points when You Need Joel van Cranenbroeck Chair of Commission 6 WG 6.2 International Federation of Surveyors (FIG) Belgium, Europa 2 3
SURVEYORS BOARD OF QUEENSLAND. RTK GNSS for Cadastral Surveys. Guideline
SURVEYORS BOARD OF QUEENSLAND RTK GNSS for Cadastral Surveys Guideline 30 November 2012 RTK GNSS for Cadastral Surveys General The Surveyors Board of Queensland has recently become aware of some issues
Frequency selective monitoring and logging of environmental electromagnetic fields
FREQUENCY SELECTIVE EMF AREA MONITOR AMS-8060 Frequency selective monitoring and logging of environmental electromagnetic fields Up to 20 fully programmable frequency bands Real built-in spectrum analyser
National Report of Austria
National Report of Austria EUREF 05 Vienna 1.6-3.6. 2005 Ernst Zahn - BEV Vienna ISR - Space Research Institute / Austrian Academy of Sciences - Österreichische Akademie der Wissenschaften (ÖAW) BEV -
Guorong Hu & Michael Moore Geodesy Section, Geoscience Australia
Influence of using individual GPS receiver antenna calibrations on high precision geodetic positioning, case study: Northern Surat Basin Queensland 2015 GPS campaign Guorong Hu & Michael Moore Geodesy
This firmware is protected and can only be loaded onto instruments with valid firmware (software) Maintenance date.
Products: TS30, TM30, TPS1200, GPS1200, RX1250 From: System 1200 Product Management Date: January 2011 DVD ROM: Leica SmartWorx DVD (Art. No. 755806) Version: SmartWorx v8.10 Download: These Release Notes
Guidelines for EUREF Densifications
Guidelines for EUREF Densifications Carine Bruyninx, ROB EUREF Tutorial May 24, 2016 San Sebastian, Spain EPN CB: www.epncb.oma.be ftp://epncb.oma.be/pub/general/guidelines_ for_euref_densifications.pdf
The importance of correct antenna calibration models for the EUREF Permanent Network
73 The importance of correct antenna calibration models for the EUREF Permanent Network CH. VÖLKSEN 1 Abstract Station coordinates and velocities are derived today with a precision of a few millimetres.
Setting up i80 CHC receiver in RTK mode using TcpGPS
Sumatra, 9 E-29190 Málaga (Spain) www.aplitop.com Phone: +34 952439771 Fax: +34 952431371 Technical Note (tcpgps_en_v41_002_setting_up_chc_i80_in_rtk_mode) Setting up i80 CHC receiver in RTK mode using
Metsähovi ITRF co-location site survey
SERVICE DE GEODESIE ET NIVELLEMENT Thomas Donal Metsähovi ITRF co-location site survey July 212 RT/G 25 N archive 28536 DIFFUSION OUVERTE Date de création 8/7/215 N de version 1, 73 avenue de Paris, 94165
White Paper Reaching 1 cm (0.4 in) drone survey accuracy
White Paper Reaching 1 cm (0.4 in) drone survey accuracy 3x higher absolute accuracy with WingtraOne Latest tests in USA and Switzerland prove that the VTOL WingtraOne drone repeatably reaches the best-in-class
Characterization of GOCE GPS Antennas
Characterization of GOCE GPS Antennas Florian Dilßner, Günter Seeber (IfE), Universität Hannover, Germany Martin Schmitz, Gerhard Wübbena Geo++ GmbH, Garbsen, Germany Giovanni Toso, Damien Maeusli European
9/26/2016. Accuracy with GNSS What are you getting? Presented By Tom Bryant PLS Kelly Harris PLS Seiler Instrument
Accuracy with GNSS What are you getting? Presented By Tom Bryant PLS Kelly Harris PLS Seiler Instrument 1 What We Will Talk About Today What coordinate system should I use in my data collector Site Calibrations-what
White Paper Reaching 1 cm (0.4 in) drone survey accuracy
White Paper Reaching 1 cm (0.4 in) drone survey accuracy 3x higher absolute accuracy with WingtraOne Latest tests in USA and Switzerland prove that the VTOL WingtraOne drone repeatably reaches the best-in-class
LAB PROCEDURES: TOPCON TOOLS FAMILIARIZATION
LAB PROCEDURES: TOPCON TOOLS FAMILIARIZATION This lab will cover the basic setup and processing options of Topcon Tools (TT). We will learn how to start a project, upload data and control files, set up
Comparative analysis of GNSS Real Time Kinematic methods for navigation
IAV Hassan II Comparative analysis of GNSS Real Time Kinematic methods for navigation Mourad BOUZIANI School of Geomatic Sciences, IAV Hassan II, Rabat, Morocco. Coordinator of the Master - GNSS, IAV&
Accuracy Assessment for 5 Commercial RTK-GNSS Systems using a New Roadlaying Automation Test Center Calibration Track
Accuracy Assessment for 5 Commercial RTK-GNSS Systems using a New Roadlaying Automation Test Center Calibration Track R. Heikkilä a, M. Vermeer b, T. Makkonen a, P. Tyni a and M. Mikkonen c a Structures
Splinter Meeting of the IGS Antenna Working Group
Splinter Meeting of the IGS Antenna Working Group Ralf Schmid Deutsches Geodätisches Forschungsinstitut der Technischen Universität München (DGFI-TUM) Munich, Germany e-mail: schmid@tum.de 1. Satellite
Location, Location, Location Antenna Installation
Location, Location, Location Antenna Installation Sensors I Session Dr. David Russell Technical Sales Manager GNSS Antenna Design Presentation Overview Presentation Overview Antenna Installation Interference
RELEASE NOTES. Trimble Infrastructure GNSS Series Receivers. Introduction. New features or changes. Updating the firmware
RELEASE NOTES Trimble Infrastructure GNSS Series Receivers Introduction New features or changes Updating the firmware Version 4.42 Revision A June 2011 F Corporate office Trimble Navigation Limited Engineering
A Solution for Every Application. Trimble GNSS Geodetic Antennas TRANSFORMING THE WAY THE WORLD WORKS
A Solution for Every Application Trimble GNSS Geodetic Antennas TRANSFORMING THE WAY THE WORLD WORKS Trimble GNSS Geodetic Antennas Trimble geodetic antennas mitigate multipath in different ways. Each
GCOS Reference Upper- Air Network
GCOS Reference Upper- Air Network GRUAN Technical Note 3 Essential Meta-data of New GRUAN Stations MICHAEL SOMMER AND RUUD DIRKSEN (GRUAN LEAD CENTRE) Publisher GRUAN Lead Centre Number & Version GRUAN-TN-3
Wind Power GeoPlanner. Land Mobile Report - UPDATE
Prepared on Behalf of Iberdrola Renewables, LLC December 13, 2012 Table of Contents 1. Introduction - 1-2. Summary of Results - 1-3. Impact Assessment - 3-4. Conclusions - 4-5. Recommendations & Mitigation
Zenith Line Unconventional Use of an Automatic Total Station
Zenith Line Unconventional Use of an Automatic Total Station Joel van Cranenbroeck, Director of Technology New Business Division, Leica Geosystems AG, Switzerland Soang Hun OH, Competence Manager Extreme
Results from the Reprocessing of the BEK subnetwork
Results from the Reprocessing of the BEK subnetwork Christof Völksen Commission for International Geodesy (BEK) Bayerische Kommission für die Internationale Erdmessung EUREF Symposium London 2007 Background
Carrier Phase Multipath Corrections Based on GNSS Signal Quality Measurements to Improve CORS Observations
Carrier Phase Multipath Corrections Based on GNSS Signal Quality Measurements to Improve CORS Observations Christian Rost and Lambert Wanninger Geodetic Institute Technische Universität Dresden Dresden,
GEONET -CORS Network of japan-
GEONET -CORS Network of japan- Basara Miyahara Geospatial Information Authority of Japan Geospatial and GNSS CORS Infrastructure Forum Kuala Lumpur - Malaysia Geospatial Information Authority of Japan
supplied o-ring grease can be used to hold the o-ring in the groove during installation.
42GOXX16A4-XT-1-1 ANTENNA GUIDE OM-20000158 Rev 1 December 2013 The 42G1215A-XT-1 is an active GPS antenna that receives the GPS L1 1575.42 MHz frequency, the GLONASS L1 1602 1626 MHz frequencies, the
WinFrog Device Group:
WinFrog Device Group: Device Name/Model: Device Manufacturer: Device Data String(s) Output to WinFrog: WinFrog Data String(s) Output to Device: WinFrog Data Item(s) and their RAW record: GPS NMEA GPS National
FieldGenius Technical Notes GPS Terminology
FieldGenius Technical Notes GPS Terminology Almanac A set of Keplerian orbital parameters which allow the satellite positions to be predicted into the future. Ambiguity An integer value of the number of
Appendix D Brief GPS Overview
Appendix D Brief GPS Overview Global Positioning System (GPS) Theory What is GPS? The Global Positioning System (GPS) is a satellite-based navigation system, providing position information, accurate to
DEVICE CONFIGURATION INSTRUCTIONS. WinFrog Device Group:
WinFrog Device Group: Device Name/Model: Device Manufacturer: Device Data String(s) Output to WinFrog: WinFrog Data String(s) Output to Device: WinFrog Data Item(s) and their RAW record: GPS NMEA GPS (Sercel)
Agilent E4438C/E8267D Option 422 Scenario Generator for GPS
Agilent E4438C/E8267D Option 422 Scenario Generator for GPS Technical Overview Create GPS Scenarios with Ease The Option 422 scenario generator software enhances the functionality of the Global Positioning
Radio Frequency Engineering Report. Proposed Raymond, ME Cellular Facility
Radio Frequency Engineering Report Proposed, ME Cellular Facility (Site No.: 3462 ) May 12, 2010 C Squared Systems, LLC 920 Candia Road Manchester, NH 03109 Phone: (603) 657-9702 Fax: (603) 657-9707 Support@csquaredsystems.com
Shared Use of DGPS for DP and Survey Operations
Gabriel Delgado-Saldivar The Use of DP-Assisted FPSOs for Offshore Well Testing Services DYNAMIC POSITIONING CONFERENCE October 17-18, 2006 Sensors Shared Use of DGPS for Dr. David Russell Subsea 7, Scotland
GPS Geodetic Reference System WGS 84
GPS Geodetic Reference System WGS 84 International Committee on GNSS Working Group D Saint Petersburg, Russia 16 September 2009 Barbara Wiley National Geospatial-Intelligence Agency United States of America
Time series analysis of the French GPS Permanent Network (RGP)
Time series analysis of the French GPS Permanent Network (RGP) Bruno Garayt Zuheir ltamimi Motivations ETRS89 coordinates for the RGP stations Improving / replacing the old RGF93 solution RGP maintenance
Configuring the Global Navigation Satellite System
Configuring the Global Navigation Satellite System uses a satellite receiver, also called the global navigation satellite system (GNSS), as a new timing interface. In typical telecom networks, synchronization
S320 and SurvCE RTK Base Unknown Location
S320 and SurvCE RTK Base Unknown Location Part Number 874-0303-000 Released April 17, 2012 Overview This document describes how to configure the S320 RTK base using SurvCE at an unknown location, perform
White Paper Reaching 1 cm (0.4 in) drone survey accuracy
White Paper Reaching 1 cm (0.4 in) drone survey accuracy 3x higher absolute accuracy with WingtraOne Latest tests in the USA and Switzerland prove that the VTOL WingtraOne drone repeatedly reaches the
Quick Start. Tersus GNSS Center. Configuration Tools for Tersus GNSS RTK Systems.
Quick Start Tersus GNSS Center Configuration Tools for Tersus GNSS RTK Systems www.tersus-gnss.com July, 2016 1. Quick Start Guide of Tersus GNSS Center This quick start guide provides the basic information
Future of Reference Frames from Static to Dynamic? Markku Poutanen and Pasi Häkli
Future of Reference Frames from Static to Dynamic? Markku Poutanen and Pasi Häkli Finnish Geospatial Research Institute, FGI Future of Reference Frames from Static to Dynamic? kinematic Markku Poutanen
Assessing the Impact of the SCIGN Radome on Geodetic Parameter Estimates
Assessing the Impact of the SCIGN Radome on Geodetic Parameter Estimates John J. Braun UCAR/COSMIC Program P.O. Box 3000, Boulder, CO braunj@ucar.edu 303.497.8018 Introduction The SCIGN radome is widely
Automated Absolute Field Calibration of GPS Antennas in Real-Time 1
Automated Absolute Field Calibration of GPS Antennas in Real-Time 1 Gerhard Wübbena, Martin Schmitz Geo++, Gesellschaft für satellitengestützte geodätische und navigatorische Technologien mbh D-30827 Garbsen,
Geodetic network design and strategies followed for drilling a 25 km tunnel in a high speed railway in Spain
Geodetic network design and strategies followed for drilling a 25 km tunnel in a high speed railway in Spain Jesus VELASCO, Juan PRIETO, Tomas HERRERO and Jose FABREGA Technical University of Madrid, Spain
Datums and Tools to Connect Geospatial Data Accurately
Datums and Tools to Connect Geospatial Data Accurately Pamela Fromhertz Colorado State Geodetic Advisor National Geodetic Survey National Oceanic and Atmospheric Administration GIS-T April 18, 2012 Loveland,
EUREF Related Activities in the Czech Republic
Research Institute of Geodesy, Topography, and Cartography Geodetic Observatory Pecny Land Survey Office, Prague EUREF Related Activities in the Czech Republic 2014-2015 National Report J. Douša 1, V.
Bulletin. Loss Control. Land Surveyors. Towards Achieving Measurement Redundancy* Professional Liability Insurance. Background
Bulletin No. 13 February 2008 Revised November 2014 ENCON Group Inc. Telephone 613-786-2000 Facsimile 613-786-2001 Toll Free 800-267-6684 www.encon.ca Loss Control Bulletin Land Surveyors Professional
Quality Control and Quality Management of Failproof High Accuracy GNSS Positioning Services
Quality Control and Quality Management of Failproof High Accuracy GNSS Positioning Services Richard GEDON, Germany Key Words: GNSS, Positioning Services, Quality Management, SAPOS SUMMARY GNSS Positioning
NRTK services in Ireland - an Evaluation
NRTK services in Ireland - an Evaluation Dr. Audrey Martin & Dr. Eugene McGovern, Dublin Institute of Technology, Ireland. FIG Working Week, May 12 Ireland s Survey Infrastructure 1995 IRENET ING 185 Ground
Leica Spider Infrastructure HW Solutions Introducing: Leica GR30 & GR50
Leica Spider Infrastructure HW Solutions Introducing: Leica GR30 & GR50 Reliable solutions for today and tomorrow Leica Spider Integrated Solutions Introducing: Leica GR30 & GR50 Outline Introducing Leica
ELEMENTS OF THE NATIONAL SPATIAL REFERENCE SYSTEM
Dave Doyle NGS Chief Geodetic Surveyor dave.doyle@noaa.gov 301-713-3178 ELEMENTS OF THE NATIONAL SPATIAL REFERENCE SYSTEM ESRI SURVEY SUMMIT San Diego, CA June 17, 2007 ftp://ftp.ngs.noaa.gov/dist/daved/esri
Philippine Geodetic Infrastructure Status, Challenges and Future Direction
Philippine Geodetic Infrastructure Status, Challenges and Future Direction Engr. Charisma Victoria D. Cayapan National Mapping and Resource Information Authority PHILIPPINES Outline Evolution of Geodetic
RTCM State Space Representation (SSR) Overall Concepts Towards PPP-RTK
RTCM State Space Representation (SSR) Overall Concepts Towards PPP-RTK Gerhard Wübbena Geo++ GmbH 30827 Garbsen Germany www.geopp.de Contents Terms and Abbreviations RTCM-SSR Working Group GNSS Error Sources
The Benefits of Three Frequencies for the High Accuracy Positioning
The Benefits of Three Frequencies for the High Accuracy Positioning Nobuaki Kubo (Tokyo University of Marine and Science Technology) Akio Yasuda (Tokyo University of Marine and Science Technology) Isao
PosKEN Related Activities in the Czech Republic
Research Institute of Geodesy, Topography, and Cartography Geodetic Observatory Pecny Land Survey Office, Prague PosKEN Related Activities in the Czech Republic 2014-2015 National Report J. Šimek 1 and
Absolute Sea Level Rise Estimation at Alexandria Using Tide Records and GPS Observations
Absolute Sea Level Rise Estimation at Alexandria Using Tide Records and GPS Observations Prof. A. A. SHAKER, Prof. D. ALNAGGAR, Prof. A. A. SAAD, Dr. H. Faisal, Egypt Key words Sea level Rise, Tide Gauge,