Datum Transformations in PNG EPSG Updates
|
|
|
- Julius Berry
- 5 years ago
- Views:
Transcription
1 Datum Transformations in PNG EPSG Updates Richard Stanaway Quickclose Pty Ltd
2 Overview of Geodetic datums used in PNG AGD66 Australian Geodetic Datum 1966 Used from 1960s (1:100,000 topographic mapping and still required by Oil and Gas Sector) WGS 72 and NWL-10D Used by Doppler satellites (TRANSIT) in 1970s and 1980s. Especially for airport surveys PNG94 Papua New Guinea Geodetic Datum 1994 Current gazetted datum from 1996 ITRF (currently ITRF2008 and ITRF2014) Global datum WGS 84 GPS Reference System
3 Difference between Datums Same point (e.g. peg, PSM, corner) DIFFERENT COORDINATES AGD66 ~ 200 metres WGS72 ~ 24 metres Current ITRF Position (e.g. epoch ) PNG94 ~ 1.8 metres
4 AGD66 transformation parameter differences
5 WSG84 PNG94 and AGD66 differences
6 Comparison of AGD66 and WGS 84 topo maps
7 Types of transformation static datums 3 parameter geocentric translation 7 parameter geocentric translation, rotation and scale 10 parameter Molodensky Badekas Block shift (topocentric translation) NTv2 distortion grid (grid of topocentric translations for interpolation) Affine transformation (topocentric translation, rotation and scale)
8 Developing AGD66 to PNG94 transformation parameters 2010 Robert Rosa (then OSG geodetic section lead) compiled a spreadsheet of PNG geodetic control (mostly AGD66 and WGS72) from paper based records Richard Stanaway collated static GPS observations made on any AGD66 control stations in the database. Data processed in ITRF2008 at epoch of observation. ITRF2008 to PNG94 conversion using time-series analysis or site velocity estimation. Seven parameter transformation estimated using least-squares. Iterative process to isolate outliers and different AGD66 realisations and gross errors or typos. Mainland PNG AGD66 is homogeneous at the 1 m level. Island AGD66 substantially variable. Tabubil and Kiunga (North Fly) is significantly different (8 m) separate set. Also, PNG Oilfield PFTB have 1 m offset introduced in early 1990s. Mainland and PFTB parameters aligned to AA 070 Bevan Rapids.
9 Submission to EPSG/IOGP 3 and 7 parameter transformations submitted to EPSG in October 2014 for review. Registry entry finalised in GIS software updates (e.g. ESRI and QGIS) with transformations during 2015 and 2016.
10 EPSG Registry
11 EPSG Registry PNG transformation search
12 AGD66 to PNG94 and WGS84 parameters in PNG
13 GIS and Survey Software parameters Most GIS software vendors import EPSG registry updates into software updates. Ensure software is up-to-date ESRI MapInfo QGIS
14 Transformation Pitfalls Use the right transformation parameters for the area (recall 8 m differences earlier) Parameters are not perfect so there will be differences with existing control coordinates Be consistent with the use of parameters. Avoid changing parameters mid-project Extreme care using WGS84 as a hub datum for transformations. If manually configuring transformation parameters take care with Position Vector (PV) and Coordinate Frame (CF) convention for rotations. Strongly recommend validating configuration with test data.
15 Tinani and thank you 48 th Association of Surveyors of Papua New Guinea Congress, Port Moresby, July 2014
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
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
Connecting a Survey to PNG94 and MSL using GNSS
Connecting a Survey to PNG94 and MSL using GNSS Richard Stanaway, Quickclose, PO Box 1364, Carlton, VIC, 3053, AUSTRALIA email: richard.stanaway@quickclose.com.au This is an essential workshop for surveyors
Choosing the best path:
GEODESY Choosing the best path: Global to national coordinate transformations The paper demonstrates that differences of up to a few centimetres in each coordinate component can occur depending on the
How to bring PNG94 into a project using GPS
How to bring PNG94 into a project using GPS These notes describe practical steps for surveyors required to bring PNG94 control into any projects they are working on using GPS equipment. Methods to compute
Fitting Square Data Into Round Databases Data Management in the Papua New Guinea Foldbelt
Fitting Square Data Into Round Databases Data Management in the Papua New Guinea Foldbelt S Kreibich Geotechnical Data Analyst Oil Search Ltd PPDM 2011 Perth Data Management Symposium 1 Oil Search Limited
A NEW GEOCENTRIC DATUM FOR NEW ZEALAND
A NEW GEOCENTRIC DATUM FOR NEW ZEALAND Don Grant Graeme Blick Office of Surveyor-General Land Information New Zealand PO Box 5501 Wellington New Zealand Phone 04 4600100 Fax 04 4722244 dgrant@linz.govt.nz
Standard for the Australian Survey Control Network
Standard for the Australian Survey Control Network Special Publication 1 Intergovernmental Committee on Survey and Mapping (ICSM) Geodesy Technical Sub-Committee (GTSC) 30 March 2012 Table of contents
Reference Frame in Practice Workshop 2A
Reference Frame in Practice Workshop 2A A template for the development of a modernised geodetic infrastructure in Pacific Island states Richard Stanaway School of Civil and Environmental Engineering, University
OPTIMUM GEODETIC DATUM TRANSFORMATION TECHNIQUES FOR GPS SURVEYS IN EGYPT
Proceedings of Al-Azhar Engineering Sixth International Conference, Sept. 1-, 2000, Cairo, Egypt, Volume, pp. 09-1. OPTIMUM GEODETIC DATUM TRANSFORMATION TECHNIQUES FOR GPS SURVEYS IN EGYPT By Dr. Gomaa
Understanding the Evolution of WGS 84 and NAD 83
Summary Both WGS 84, the datum used by GPS,, commonly used in North America, have been redefined several times since their beginning. Parallel to this, there have also been several realizations of the
Basic Geodetics. Bobby Saleh Guidon Energy April 13, 2017
Experts in Geomatics, Surveying, Positioning, Geospatial Data, and Mapping Sciences Basic Geodetics Bobby Saleh Guidon Energy b.saleh@guidonenergy.com April 13, 2017 The Earth is NOT flat Q: So what does
GPS Pathfinder Office Software or GPS Analyst Extension for ESRI ArcGIS Software: Resolving the NAD 83 Datum Transformation Issue
13 June 2011 GPS Pathfinder Office Software or GPS Analyst Extension for ESRI ArcGIS Software: Resolving the NAD 83 Datum Transformation Issue Summary The current realizations of the North American Datum
What makes the positioning infrastructure work. Simon Kwok Chairman, Land Surveying Division Hong Kong Institute of Surveyors
What makes the positioning infrastructure work The experience of the Hong Kong Satellite Positioning Reference Station Network Simon Kwok Chairman, Land Surveying Division Hong Kong Institute of Surveyors
Establishing Cadastral Control using GNSS
Establishing Cadastral Control using GNSS Richard Stanaway Quickclose Case study control for a typical rural residential subdivision Why use GNSS? no line of sight required centimetre precision connection
GPS Pathfinder Office Software or the GPS Analyst Extension for ESRI ArcGIS Software: Resolving the NAD 83 Datum Transformation Issue
Mapping & GIS Support Note 5 May 2005 GPS Pathfinder Office Software or the GPS Analyst Extension for ESRI ArcGIS Software: Resolving the NAD 83 Datum Transformation Issue Summary The current realizations
Who s heard of the GDA2020?
Implications of a next generation datum in Australia on mining operations: A discussion. School of Civil & Environmental Engineering Craig Roberts Senior lecturer Surveying and Geospatial Engineering group
Table of Contents. Frequently Used Abbreviation... xvii
GPS Satellite Surveying, 2 nd Edition Alfred Leick Department of Surveying Engineering, University of Maine John Wiley & Sons, Inc. 1995 (Navtech order #1028) Table of Contents Preface... xiii Frequently
Datum Transformations: Nightmare on GIS Street. Agenda
Datum Transformations: Nightmare on GIS Street Speaker: Eric Gakstatter Contributing Editor GPS World Editor - Geospatial Solutions Presented at: Minnesota Society of Professional Surveyors Bloomington,
Standardization of national shift grids for the transformation between national projected reference frames and ETRS89
Standardization of national shift grids for the between national projected reference frames and Lennard Huisman Kadaster Netherlands EUREF 2014 June 3-7, Vilnius, Lithuania lennard.huisman@kadaster.nl
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,
PROPOSED NATIONAL GEODETIC DATABASE (NGDB) Coordinates. Orthometric Height Source
Stations Name1, Name2, Name3 Custodian Orthometric Height Height Identifier MSL/AHD height Vert Class, Vert order, Ht method Supersedes, superseded by (double linked list AHD/MSL datum COMMENTS Fieldbooks
Session 1.2 Regional and National Reference Systems. Asia Pacific. Dr John Dawson Leader - National Geodesy Program Geoscience Australia
Session 1.2 Regional and National Reference Systems Asia Pacific Dr John Dawson Leader - National Geodesy Program Geoscience Australia Presentation Overview Part 1 Australia s contributions to the ITRF
QGIS document from the previous exercise: worldmap.qgs
MAP PROJECTION 1. Introduction: All data in a GIS view must be in the same projection in order to correctly align with other datasets. In QGIS this is often done in the background. QGIS will use the projection
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
Chapter 6 GPS Relative Positioning Determination Concepts
Chapter 6 GPS Relative Positioning Determination Concepts 6-1. General Absolute positioning, as discussed earlier, will not provide the accuracies needed for most USACE control projects due to existing
Geodesy, Geographic Datums & Coordinate Systems
Geodesy, Geographic Datums & Coordinate Systems What is the shape of the earth? Why is it relevant for GIS? 1/23/2018 2-1 From Conceptual to Pragmatic Dividing a sphere into a stack of pancakes (latitude)
Lecture 14 NAD 83(NSRS), NAD 83(CORS 96), WGS84 and ITRF
Lecture 14 NAD 83(NSRS), NAD 83(CORS 96), WGS84 and ITRF Monday, March 1, 2010 2 March 2010 GISC3325 NAD 27 and NAD 83 NAD 27 and NAD 83 Versions of NAD 83 First implementation labeled NAD 83 (1986). Deficiencies
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
Aligning the New Zealand National Datum with the International Terrestrial Reference Frame in the Face of Tectonic Deformation
Aligning the New Zealand National Datum with the International Terrestrial Reference Frame in the Face of Tectonic Deformation Chris CROOK, Dionne HANSEN, Paula GENTLE, New Zealand Key words: deformation,
PREFACE. National Geographic Department would like to express our sincere thanks for your comments.
PREFACE According to the role of National Geographic Department on Prim Minister s Decree No 255 PM, dated August 16, 2005 regarding to Surveying, Aerial Photography and mapping activities in the territory
Overview of Recent Tidal Projects in the United States
1 st Tides and Water Levels Working Group Meeting Overview of Recent Tidal Projects in the United States Stephen Gill National Oceanic and Atmospheric Administration, National Ocean Service Center for
An NGS Illustrated Guide to Geodesy for GIS Professionals
An NGS Illustrated Guide to Geodesy for GIS Professionals Michael Dennis, RLS, PE michael.dennis@noaa.gov Esri User Conference San Diego Convention Center July 14-18, 2014 San Diego, CA Why should we care
Salient Feature of ITRF. Realization of Dubai Emirate Datum. Reference Frame 2000 (Ditr 2000)
Salient Feature of ITRF on the Reference Frame 2000 (Ditr 2000) ITRF stands for International Terrestrial Reference Frame ITRF established by the International Earth Rotation Service (IERS), France. One
AN AUSTRALIAN PILOT PROJECT FOR A REAL TIME KINEMATIC GPS NETWORK USING THE VIRTUAL REFERENCE STATION CONCEPT
AN AUSTRALIAN PILOT PROJECT FOR A REAL TIME KINEMATIC GPS NETWORK USING THE VIRTUAL REFERENCE STATION CONCEPT Matthew B HIGGINS, Australia Key words: GPS, Surveying, Real Time Kinematic, Virtual Reference
Assessing the Accuracy of GPS Control Point, Using Post-Processed and Absolute Positioning Data
American Journal of Environmental Engineering and Science 2017; 4(5): 42-47 http://www.aascit.org/journal/ajees ISSN: 2381-1153 (Print); ISSN: 2381-1161 (Online) Assessing the Accuracy of GPS Control Point,
GPS Technical Overview N5TWP NOV08. How Can GPS Mislead
GPS Technical Overview How Can GPS Mislead 1 Objectives Components of GPS Satellite Acquisition Process Position Determination How can GPS Mislead 2 Components of GPS Control Segment Series of monitoring
The realization of a 3D Reference System
The realization of a 3D Reference System Standard techniques: topographic surveying and GNSS Observe angles and distances either between points on the Earth surface or to satellites and stars. Do not observe
The Role of F.I.G. in Leading the Development of International Real-Time Positioning Guidelines
The Role of F.I.G. in Leading the Development of International Real-Time Positioning Guidelines, USA Key Words: RTN, real-time, GNSS, Guidelines SUMMARY The rapid growth of real-time reference station
PAPUA NEW GUINEA HYDROGRAPHIC SERVICE
PAPUA NEW GUINEA HYDROGRAPHIC SERVICE IHO SOUTH WEST PACIFIC HYDROGRAPHIC COMMISSION (SWPHC) 9 th Meeting Port Moresby, Papua New Guinea, 10-11 March 2007 SWPHC9-01PNG 1. INTRODUCTION 9 th SOUTH WEST PACIFIC
Lecture # 7 Coordinate systems and georeferencing
Lecture # 7 Coordinate systems and georeferencing Coordinate Systems Coordinate reference on a plane Coordinate reference on a sphere Coordinate reference on a plane Coordinates are a convenient way of
Standard for New Zealand Vertical Datum 2016 LINZS25009
Standard for New Zealand Vertical Datum 2016 LINZS25009 Effective Date: 27 June 2016 Table of Contents TERMS ND DEFINITIONS... 3 FOREWORD... 5 INTRODUCTION... 5 PURPOSE OF STNDRD... 5 BRIEF HISTORY OF
Overview of New Datums NOAA s National Geodetic Survey
Overview of New Datums NOAA s National Geodetic Survey February 3, 2015 1 NGS s Mission and Role NGS Mission: To define, maintain, and provide access to the National Spatial Reference System to meet our
Position, Position, Position
Glenn Coianiz Exploris Pty Ltd Position, Position, Position A Brief History BC navigators lats (easy 0-90 using sun) longs (not so easy dead reckoning) relationship between time and longitude Various attempts
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
The coordinate system and vertical datum shall be noted in the drawing in the metadata.
Purpose This document is provided for informational purposes and to assure data compatibility and compliance for as-built drawings or vector data formats specifically for the 354th Civil Engineer Squadron
Utilizing A GNSS Network Solution for Utility Applications
Utilizing A GNSS Network Solution for Utility Applications David Newcomer, PE, PLS GPServ, Inc. newcomer@ (407) 601-5816 AGENDA Types and accuracies of data collection o Autonomous o Meter + o Sub-meter
Coordinates, Datums, and Map Projection
Coordinates, Datums, and Map Projection Two views on the World Intersect at 90 o angles Latitude/ Longitude is a Spherical System Acceptable latitudes/longitudes i) W125 o 27 33 ii) N92 o 45 12 iii)
New Zealand Reference Frame Case Study
New Zealand Reference Frame Case Study Graeme Blick Chief Geodesist Land Information New Zealand 1 Fundamental role of the reference frame Requirements of a National Reference System A coordinate framework
Introduction to Datums James R. Clynch February 2006
Introduction to Datums James R. Clynch February 2006 I. What Are Datums in Geodesy and Mapping? A datum is the traditional answer to the practical problem of making an accurate map. If you do not have
Remote sensing image correction
Remote sensing image correction Introductory readings remote sensing http://www.microimages.com/documentation/tutorials/introrse.pdf 1 Preprocessing Digital Image Processing of satellite images can be
CGG. Office of the Surveyor General of the Federation Federal Capital Territory, Abuja, Nigeria 2
Prof. P. C. Nwilo 1, * Dr. J. D. Dodo 2, U. R. Edozie 1, and A. Adebomehin 1. 1 Office of the Surveyor General of the Federation Federal Capital Territory, Abuja, Nigeria 2 Centre for Geodesy and Geodynamics,
DATUM TRANSFORMATION BETWEEN NATIONAL GEODETIC DATUM AND ITRF
DATUM TRANSFORMATION BETWEEN NATIONAL GEODETIC DATUM AND ITRF M.Sc. Zlatko Bogdanovsk i FCE Skopje Chair for High Geodesy INTRODUCTION COORDINATE TRANSFORMATION Need of establishing dependence between
DYNAMIC RT TECHNOLOGY
DYNAMIC RT TECHNOLOGY GLOBAL NAVIGATION SATELLITE SYSTEMS (GNSS) POTENTIAL FUTURE DEVELOPMENTS(2005 2017?) GPS MODERNIZATION BLOCK IIF & III GLONASS ENHANCEMENTS (K & M) EUROPEAN UNION - GALILEO CHINA
Determining Accurate Elevations: Datums & Tools, Today & Tomorrow
Determining Accurate Elevations: Datums & Tools, Today & Tomorrow Association of State Floodplain Managers Annual Meeting Grand Rapids, MI Christine Gallagher June 21, 2016 Overview NGS Mission Important
AIC AERONAUTICAL INFORMATION SERVICE OFFICE OF CIVIL AVIATION P. O. BOX 684, BOROKO
PAPUA NEW GUINEA AIC TELEPHONE 3244672 TELEGRAPHIC ADDRESS AFTN AYPYYOYX Fax 3250749 File: 33.16.3 AERONAUTICAL INFORMATION SERVICE OFFICE OF CIVIL AVIATION P. O. BOX 684, BOROKO 01/2004 06 SEP 406 MHz
GNSS & Coordinate Systems
GNSS & Coordinate Systems Matthew McAdam, Marcelo Santos University of New Brunswick, Department of Geodesy and Geomatics Engineering, Fredericton, NB May 29, 2012 Santos, 2004 msantos@unb.ca 1 GNSS GNSS
BIM. e Submission Guideline Structural. Annex 1a. Recommended Process Revit 2010
BIM e Submission Guideline Structural Annex 1a Recommended Process Revit 2010 Building and Construction Authority 5 Maxwell Road #16-00 Tower Block MND Complex Singapore 069110 www.bca.gov.sg Revision
Metrolinx Survey Control in Transit Corridor Supplement
Metrolinx Survey Control in Transit Corridor Supplement Metrolinx Survey Control in Transit Corridor Supplement MX-SURV CTRL-STD-2018-REV0 09/5/18 Metrolinx Survey Control in Transit Corridor Supplement
Progress Towards the Seamless Combination of Bathymetric and Topographic Data in New Zealand
Progress Towards the Seamless Combination of Bathymetric and Topographic Data in New Zealand Matt Amos Senior Technical Advisor National Geodetic Office Introduction Datasets usually defined in terms of
Datums for a Dynamic Earth
Datums for a Dynamic Earth Based on a paper given at the American Society of Agricultural and Biological Engineers (ASABE) Conference in Reno, Nevada June 2009 Rollin StrohmanPh.D. Tom Mastin L.S Background
HEIGHTING WITH GPS: POSSIBILITIES AND LIMITATIONS
HEIGHTING WITH GPS: POSSIBILITIES AND LIMITATIONS Matthew B. Higgins ABSTRACT Global Positioning System (GPS) surveying is now seen as a true three dimensional tool and GPS heighting can be a viable alternative
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
Korean Geodetic Datum 2002(KGD2002): Nationwide GPS Network Densification
Korean Geodetic Datum 2002(KGD2002): Nationwide GPS Network Densification Young-Jin LEE, Hung-Kyu LEE, Kwang-Ho JEONG, and Sang-Hun CHA, Republic of Korea Key words: KGD2002, GPS, Network Densification,
Line and polygon features can be created via on-screen digitizing.
This module explains how GPS works, sources of error, and error correction using real time or post processing differential correction. Cost and accuracy of different grades of GPS units are also part of
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
Geodetic Reference Frame Theory
Technical Seminar Reference Frame in Practice, Geodetic Reference Frame Theory and the practical benefits of data sharing Geoffrey Blewitt University of Nevada, Reno, USA http://geodesy.unr.edu Sponsors:
Site Investigations and Survey Guidelines. GEMS Group.
Site Investigations and Survey Guidelines GEMS Group www.gems-group.com London 24 th March 2010 AIMS Guidelines for Site Investigations and surveys Historical overview Currently used In Progress Future
COMPARISON BETWEEN BROADCAST AND PRECISE ORBITS: GPS GLONASS GALILEO AND BEIDOU. A. Caporali and L. Nicolini University of Padova, Italy
COMPARISON BETWEEN BROADCAST AND PRECISE ORBITS: GPS GLONASS GALILEO AND BEIDOU A. Caporali and L. Nicolini University of Padova, Italy Summary Previous works Input data and method used Comparison between
Presentation Plan. The Test of Processing Modules of Global Positioning System (GPS) Softwares by Using Products of International GPS Service (IGS)
The Test of Processing Modules of Global Positioning System (GPS) Softwares by Using Products of International GPS Service (IGS) Presentation Plan 1. Introduction 2. Application 3. Conclusions Ismail SANLIOGLU,
OFFSHORE ANALYSIS & RESEARCH SOLUTIONS HOUSTON PETROLEUM SURVEYORS GROUP PERSONNEL DATA PROCESSING PARTNERSHIPS
OFFSHORE ANALYSIS & RESEARCH SOLUTIONS HOUSTON PETROLEUM SURVEYORS GROUP KEEPING YOUR PROJECTS IN MOTION OARS-HPSG combines the experience of two highly complementary organizations providing expanded capabilities,
GPS for. Land Surveyors. Jan Van Sickle. Fourth Edition. CRC Press. Taylor & Francis Group. Taylor & Francis Croup, an Informa business
GPS for Land Surveyors Fourth Edition Jan Van Sickle CRC Press Taylor & Francis Group Boca Raton London New York CRC Press is an imprint of the Taylor & Francis Croup, an Informa business Contents Preface
SOME OBSERVATIONS ON THE USE OF GPS AND CHARTS
International Hydrographic Review, Monaco, LXX(2), September 1993 SOME OBSERVATIONS ON THE USE OF GPS AND CHARTS by D. SIMPSON 1 INTRODUCTION The purpose of this paper is to bring to the attention of chart
Developing a National Real-time CORS Network in New Zealand
Dave COLLETT, New Zealand Key words: GNSS, Positioning, CORS, New Zealand, Infrastructure SUMMARY Land Information New Zealand administers PositioNZ - New Zealand's national CORS network. This network
Geodetic Positioning Refresher
Geodetic Positioning Refresher by Joan Yau PhD ABCLS AGM 2016, Kimberley BC Contents Horizontal / Vertical Datums and Epochs used in BC and Canada How do we reference our project coordinates to BC datums
Development of Geoid Based Vertical Datums, A New Zealand Perspective
Technical Seminar Reference Frame in Practice, Development of Geoid Based Vertical Datums, A New Zealand Perspective Matt Amos Manager Positioning and Innovation Land Information New Zealand Sponsors:
DGFI reference frame solution as contribution to ITRF2008
COST Action: ES0701, Vienna, Austria, November 16-17, 2010 WG2: Velocity determination / reference frame realization DGFI reference frame solution as contribution to ITRF2008 D. Angermann, M. Seitz, H.
THE IMPLEMENTATION OF THE HARTEBEESTHOEK94 CO-ORDINATE SYSTEM IN SOUTH AFRICA
THE IMPLEMENTATION OF THE HARTEBEESTHOEK94 CO-ORDINATE SYSTEM IN SOUTH AFRICA Richard Wonnacott Chief Directorate : Surveys and Mapping South Africa ABSTRACT : The Hartebeesthoek94 co-ordinate syste becae
(Pseudo-range error) Phase-delay)
GPS (NMEA) NMEA-0183 (GIS) (ϕ,, h) (x, y, z) LabVIEW Matlab GPS (Pseudo-range error) (Carrier Phase-delay) (NMEA) (GPS) (GIS) (WGS ) (TWD) Design of a Real-time and On-line Prototype Software in GPS/GIS
What makes a co-ordinate unique?
What makes a co-ordinate unique? Richard Wylde FRICS Geodesist, ExxonMobil Slide No. 2 Co-ordinates easily allow us to express positions uniquely? Position the Rig at: 6319306.082 N 378508.277 E - UTM
TSA Surveying Course
TSA Surveying Course with ProQual Level 3 in Engineering Surveying A block by block outline Preamble The TSA Surveying Course comprises six study periods of two weeks each spread over a period of two years
9 LAND SURVEYING. 9.1 General. 9.2 Administrative Requirements Standards Meetings Survey Data Provided to the Design-Builder
9 LAND SURVEYING 9.1 General The Design-Builder shall conduct all Work necessary to meet the requirements associated with land surveying, including Project and supplemental horizontal and vertical control
Managing Hydropower Project Boundaries & Exhibit Drawings
- Managing Hydropower Project Boundaries & Exhibit Drawings C. Kirk Cover, P.E. NW Hydroelectric Assn Conference March 1-3, 2005 Federal Power Act Sec 3(11) Project Definition Federal Power Act defines
The Reasons to Succeed or to Fail a GNSS Network RTK Project
The Reasons to Succeed or to Fail a GNSS Network RTK Project Joël van Cranenbroeck, Managing Director CGEOS Creative Geosensing sprl-s, Belgium Andy Yin, International Sales Director ComNav Technology
For personal use only
31 October 2011 The Manager, Company Announcements Australian Securities Exchange Limited Exchange Centre 20 Bridge Street Sydney NSW 2000 REPORT ON FIRST QUARTER ACTIVITIES 30 SEPTEMBER 2011 AUSTRALIAN
GPS Surveying - System 300
GPS Surveying - System 300 SR399 GPS Sensor with built-in Antenna Satellite Reception Receiver channels: L1 channels: L2 channels: L1 carrier tracking - AS on or off: L2 carrier tracking - AS off: L2 carrier
Accuracy assessment of free web-based online GPS Processing services and relative GPS solution software
82 Accuracy assessment of free web-based online GPS Processing services and relative GPS solution software Khaled Mahmoud Abdel Aziz Department of Surveying Engineering, Shoubra Faculty of Engineering,
Determining Accurate Elevations: Datums & Tools, Today & Tomorrow
Determining Accurate Elevations: Datums & Tools, Today & Tomorrow Maryland Association Floodplain and Stormwater Managers Linthicum Heights, MD Christine Gallagher Oct. 20, 2016 Overview NGS Mission Important
GPS Search for Advanced Total Station Operation
GPS Search for Advanced Total Station Operation Tim LEMMON, Australia, and, Chris VAN DER LOO, New Zealand Key words: GPS, Robotic total stations, integrated solutions. SUMMARY The Global Positioning System
SIRGAS: the geodetic reference frame for Latin America and the Caribbean
SIRGAS: the geodetic reference frame for Latin America and the Caribbean C. Brunini UNLP, Argentina L. Sánchez DGFI, Germany V. Mackern UNCuyo, UJAM, Argentina W. Martínez IGAC, Colombia R. Luz IBGE, Brazil
Campaign GPS Data Processing for Integrated SCEC Community Geodetic Model
Topic 1: Campaign GPS solutions Campaign GPS Data Processing for Integrated SCEC Community Geodetic Model Zheng-Kang Shen UCLA SCEC CGM Workshop January 28-29, 2016 Campaign GPS Data Compilation and Inspection:
Supporting GNSS applications in Latin America through the SIRGAS reference frame
United Nations/Argentina Workshop on the Applications of Global Navigation Satellite Systems Supporting GNSS applications in Latin America through the SIRGAS reference frame 1 Víctor Cioce, 2 William Martínez,
Surveying Using Global Navigation Satellite Systems
Surveying Using Global Navigation Satellite Systems This document has been designed to provide details of GPS technology to enable the practising surveyor to integrate GPS techniques into their surveying
Tidal Datums & Coastal Profiles. DGGS Coastal Hazards Program - Fairbanks, AK Program Manager: Nicole Kinsman
Tidal Datums & Coastal Profiles DGGS Coastal Hazards Program - Fairbanks, AK Program Manager: Nicole Kinsman nicole.kinsman@alaska.gov 907-451-5026 Overview AOOS-funded DGGS Projects: 1) Port Heiden Short-Term
Benefits and Impacts to Nautical Charting by Adopting a New Reference Frame. Dr. Neil Weston Office of Coast Survey, NOAA
Benefits and Impacts to Nautical Charting by Adopting a New Reference Frame Dr. Neil Weston Office of Coast Survey, NOAA Motivation for this study NOAA s National Geodetic Survey New geometric reference
POWERGPS : A New Family of High Precision GPS Products
POWERGPS : A New Family of High Precision GPS Products Hiroshi Okamoto and Kazunori Miyahara, Sokkia Corp. Ron Hatch and Tenny Sharpe, NAVCOM Technology Inc. BIOGRAPHY Mr. Okamoto is the Manager of Research
National Reference Systems of the RUSSIAN FEDERATION, used in GLONASS. including the user and fundamental segments
National Reference Systems of the RUSSIAN FEDERATION, used in GLONASS. including the user and fundamental segments 8-th Meeting of the International Committee on Global Navigation Satellite Systems Dubai,
The Future of GNSS RTK Services & Implications for CORS Infrastructure
The Future of GNSS RTK Services & Implications for CORS Infrastructure Chris Rizos School of Surveying & Spatial information Systems University of New South Wales, Sydney 2052, Australia Abstract. A crucial
TDS Ranger Survey Pro CE Version RTK Base on known Control Point. RTK Rover - Localization with Control Points.
TDS Ranger Survey Pro CE Version 2.1.8 RTK Base on known Control Point. RTK Rover - Localization with Control Points. Pre-load control Coordinates and appropriate NGS Geoid 99/96 data files into the Ranger
GNSS POST-PROCESSING SOFTWARE
GNSS POST-PROCESSING SOFTWARE Product Overview // July 2018 EZSURV POST-PROCESSING SOFTWARE EZSurv software is designed to edit, process and analyze raw GNSS (Global Navigation Satellite System) data to