The National Positioning Infrastructure (NPI) of Singapore

Size: px
Start display at page:

Download "The National Positioning Infrastructure (NPI) of Singapore"

Transcription

1 The National Positioning Infrastructure (NPI) of Singapore Presenter: Tan Hua Seng Jimmy (MSc Applied GIS)

2 Geodetic Infrastructure Chief Surveyor is responsible to manage and maintain the national coordinate system; and the geodetic infrastructure Objective of Geodetic Infrastructure part of cadastral survey to define cadastral boundaries (property boundaries) legally and unambiguously Used in GIS and geospatial activities to ensure homogenous and interoperable data. Geodetic Infrastructure supports cadastral survey mapping activities civil engineering / construction Other GIS and geospatial activities (navigation, tracking etc.)

3 Northing (N) National Coordinate System SVY21 (28000, 36000) Origin (0,0) Easting (E)

4 Realizations of SVY21 i) Passive Horizontal Control Point markers of the Integrated Survey Network (ISN)

5 Integrated Survey Network - Primary

6 Integrated Survey Network - Secondary

7 Fundamental Bench Mark

8 Precise Levelling Benchmark Network

9 Using GNSS for heights measurement - Geoid Model (SGeoid09)

10 Realizations of SVY21 ii) Active CORS network known as the Singapore Satellite Positioning Reference Network (SiReNT)

11 Singapore Satellite Positioning Reference Network (SiReNT) SiReNT is Singapore s National Differential GNSS infrastructure; Provides fast, reliable and high accuracy positioning, navigation and tracking (PNT); SiReNT started operations in 2006; Upgraded in July 2015 for GNSS support; Ensures PNT data that is homogeneous and interoperable; & It is the infrastructure supporting Singapore s Smart Nation initiative.

12 SiReNT GNSS Reference Stations From GNSS (GPS/GLONASS/QZSS/COMPASS & GALILEO) reference stations 1 Integrity monitoring reference 2015

13 SiReNT GNSS Reference 2015

14 SiReNT GNSS Reference Stations 8 GNSS CORS SSTS Sultan Shoal SNYU NTU SNUS - NUS SSMK-Semakau SRPT Republic Poly SNSC-National Sailing Center SNPT Nanyang Poly SLYG

15 SiReNT - GNSS Reference Station Compact and efficient setup. Charger Router Temperature Monitor Fan Terminal Server Power Cable Previous generation GPS reference station Antenna Cable New generation GNSS reference Fan Outlet station Battery Choke Ring 2015

16 SiReNT Data Data dissemination via IP broadcast Real-time SiReNT services is available with internet connection and NTRIP protocol. Non real-time services are available via the internet. Availability 24hrs per day, 7 days per week. (except stations on 4G 2015

17 SiReNT - GNSS Reference Station 2015

18 SiReNT - Services SiReNT services used in 3 main categories: Surveying & Mapping Navigation & Tracking Monitoring 2015

19 Surveying & Mapping Control / Geodetic Survey Engineering Survey Machine Control Aerial Photography GIS data collection / 2015

20 Navigation & Tracking Land Transportation Public transport Driverless Vehicles Asset Tracking Aircraft Landing Vehicle 2015

21 Monitoring (Continuous) Structural Monitoring Geotechnical Monitoring Ionospheric Study Integrated Water Vapour Tectonic Plate 2015

22 Summary SiReNT is Singapore s National Positioning Infrastructure supporting a wide range of positioning applications; SiReNT enables the realisation of Singapore s reference frame SVY21; SiReNT DGNSS provides sub-metre & centimetres positioning accuracy in realtime; SiReNT data can be used for atmospheric modelling and 2015

23 Thank you 谢谢 Terima kasih நன

24 Geodetic Infrastructure Localised datums can give a more accurate representation of the area of coverage than the global WGS 84 datum; SVY21, for example, is a better approximation to the Geoid covering Singapore than the global WGS 84 ellipsoid; &

25 Singapore Height Datum LAND FORESHORES SEABED PLBM earth surface X.XXX m High Water Mark (HWM) Singapore Height Datum = 0.000m m Victoria Dock, Tide Gauge m (8 3 ) m Low Water Mark (LWM) 0.889m m Admiralty Chart Datum False Datum (used by PWD)

26 Applications

Height Datum & Height Determination using GNSS in Singapore

Height Datum & Height Determination using GNSS in Singapore Height Datum & Height Determination using GNSS in Singapore Dr Victor Khoo Land Survey Division 1 Presenter: 2010 Singapore Land Authority SLA 2015 Singapore 3 2010 Singapore Land Authority Presenter:

More information

Accuracy of Geometric Geoid Model of Singapore using RTK Heighting

Accuracy of Geometric Geoid Model of Singapore using RTK Heighting Yam Khoon TOR, Singapore Key words: Geometric Geoid, RTK Heighting SUMMARY A complete re-levelling of the precise levelling network of Singapore was carried out to derive the reduced levels of some 2000

More information

Evolving a new Geodetic Positioning Framework: An Australian Perspective

Evolving a new Geodetic Positioning Framework: An Australian Perspective Evolving a new Geodetic Positioning Framework: An Australian Perspective G. Johnston, J. Dawson Outline Introduction Precise Positioning National Geospatial Reference Systems Asia Pacific Reference Frame

More information

GNSS permanent stations as the part of integrated geodetic system in Estonia

GNSS permanent stations as the part of integrated geodetic system in Estonia GNSS permanent stations as the part of integrated geodetic system in Estonia Karin Kollo (MSc) Department of Geodesy Estonian Land Board United Nations/Croatia Workshop on the applications of Global Navigation

More information

Trimble CenterPoint RTX Post-Processing Services FAQs

Trimble CenterPoint RTX Post-Processing Services FAQs Trimble CenterPoint RTX Post-Processing Services FAQs What is Trimble RTX technology? 30 September 2013 Trimble RTX TM (Real Time extended) is a high-accuracy, global GNSS correction technology that combines

More information

Earth Coordinates & Grid Coordinate Systems

Earth Coordinates & Grid Coordinate Systems Earth Coordinates & Grid Coordinate Systems How do we model the earth? Datums Datums mathematically describe the surface of the Earth. Accounts for mean sea level, topography, and gravity models. Projections

More information

Monitoring of High Rise Building using Real-Time Differential GPS

Monitoring of High Rise Building using Real-Time Differential GPS Monitoring of High Rise Building using Real-Time Differential GPS Victor H.S. KHOO, Yam Khoon TOR and Gerry ONG, Singapore Key words: Global Positioning System (GPS), Differential GPS (DGPS), Structural

More information

Prof. Ludovico Biagi. Satellite Navigation and Monitoring

Prof. Ludovico Biagi. Satellite Navigation and Monitoring Prof. Ludovico Biagi Satellite Navigation and Monitoring Navigation: trajectories control positions estimations in real time, at high frequency popular applications: low accuracy (10 m) required specific

More information

Enabling RTK-like positioning offshore using the global VERIPOS GNSS network. Pieter Toor GNSS Technology Manager

Enabling RTK-like positioning offshore using the global VERIPOS GNSS network. Pieter Toor GNSS Technology Manager Enabling RTK-like positioning offshore using the global VERIPOS GNSS network Pieter Toor GNSS Technology Manager Introduction PPP/RTK Positioning Techniques PPP-AR Technology Presentation Overview PPP-AR

More information

Günter Seeber. Satellite Geodesy 2nd completely revised and extended edition

Günter Seeber. Satellite Geodesy 2nd completely revised and extended edition Günter Seeber Satellite Geodesy 2nd completely revised and extended edition Walter de Gruyter Berlin New York 2003 Contents Preface Abbreviations vii xvii 1 Introduction 1 1.1 Subject of Satellite Geodesy...

More information

GNSS and Heighting, Practical Considerations. A Parker National Geo-spatial Information Department of Rural Development and Land Reform

GNSS and Heighting, Practical Considerations. A Parker National Geo-spatial Information Department of Rural Development and Land Reform GNSS and Heighting, Practical Considerations A Parker National Geo-spatial Information Department of Rural Development and Land Reform GNSS Global Navigation Satellite Systems (GNSS) Global Positioning

More information

Survey Ties Guidelines

Survey Ties Guidelines North Carolina Board of Examiners for Engineers and Surveyors Survey Ties Guidelines The North Carolina Board of Examiners for Engineers and Surveyors is providing this document to serve as an interpretative

More information

Perspective of Permanent Reference Network KOPOS in Kosova

Perspective of Permanent Reference Network KOPOS in Kosova 143 Perspective of Permanent Reference Network KOPOS in Kosova Meha, M. and Çaka, M. Kosovo Cadastral Agency, Kosovo Archive Building II nd floor, P.O. 10000, Prishtina, Republic of Kosovo, E-mail: mmeha@yahoo.com,

More information

NTRIP-based DGPS service in Hungary

NTRIP-based DGPS service in Hungary NTRIP-based DGPS service in Hungary Tamás Horváth FÖMI Satellite Geodetic Observatory Penc, Hungary The Satellite Geodetic Observatory Department of the Institute of Geodesy, Cartography and Remote Sensing

More information

PLOTTING SURVEYING DATA IN GOOGLE EARTH

PLOTTING SURVEYING DATA IN GOOGLE EARTH PLOTTING SURVEYING DATA IN GOOGLE EARTH D M STILLMAN Abstract Detail surveys measured with a total station use local coordinate systems. To make the data obtained from such surveys compatible with Google

More information

WHAT YOU NEED TO USE THE STATE PLANE COORDINATE SYSTEMS

WHAT YOU NEED TO USE THE STATE PLANE COORDINATE SYSTEMS WHAT YOU NEED TO USE THE STATE PLANE COORDINATE SYSTEMS N & E State Plane Coordinates for Control Points AZIMUTHS - True, Geodetic, or Grid - Conversion from Astronomic to Geodetic (LaPlace Correction)

More information

The IGS: A Multi-GNSS Service

The IGS: A Multi-GNSS Service The IGS: A Multi-GNSS Service Chris Rizos, Urs Hugentobler, Ruth Neilan IUGG IAG Structure International Union of Geodesy and Geophysics (IUGG) 65 Member Countries (Adhering Bodies), 8 Associations International

More information

GEOGRAPHIC INFORMATION SYSTEMS Lecture 21: The Global Positioning System

GEOGRAPHIC INFORMATION SYSTEMS Lecture 21: The Global Positioning System GEOGRAPHIC INFORMATION SYSTEMS Lecture 21: The Global Positioning System The Global Positioning System - recognize that GPS is only one of several Global Navigation Satellite Systems (GNSS) - the Russian

More information

SURVEY PRO. GPS Quick Start Guide

SURVEY PRO. GPS Quick Start Guide SURVEY PRO GPS Quick Start Guide ii Table of Contents Before You Leave the Office...1 Survey Method: RTK or Post Processing...2 Receiver Setup...2 Receiver Settings...3 RTK Data Collection and Stake Out...4

More information

DESIMETERSYSTEM FOR HØYNØYAKTIG POSISJONERING OG NAVIGASJON

DESIMETERSYSTEM FOR HØYNØYAKTIG POSISJONERING OG NAVIGASJON DESIMETERSYSTEM FOR HØYNØYAKTIG POSISJONERING OG NAVIGASJON John A. Vint Survey Manager Thales GeoSolutions Norge AS Hønefoss, 7. november 2003 Scope of Presentation Introduction Summary of GPS Errors.

More information

Guidelines for RTK/RTN GNSS Surveying in Canada

Guidelines for RTK/RTN GNSS Surveying in Canada Guidelines for RTK/RTN GNSS Surveying in Canada July 2013 Version 1.1 Ministry of Transportation Ministère des Transports EARTH SCIENCES SECTOR GENERAL INFORMATION PRODUCT 100-E Main Authors: Brian Donahue,

More information

The Map Grid of Australia 1994 A Simplified Computational Manual

The Map Grid of Australia 1994 A Simplified Computational Manual The Map Grid of Australia 1994 A Simplified Computational Manual The Map Grid of Australia 1994 A Simplified Computational Manual 'What's the good of Mercator's North Poles and Equators, Tropics, Zones

More information

Introduction into Real-Time Network Adjustment with Geo++ GNSMART

Introduction into Real-Time Network Adjustment with Geo++ GNSMART Introduction into Real-Time Network Adjustment with Geo++ GNSMART Andreas Bagge Gerhard Wübbena, Martin Schmitz Geo++ GmbH D-30827 Garbsen, Germany www.geopp.de GeoInformation Workshop 2004, Istanbul Kultur

More information

Case Study Australia. Dr John Dawson A/g Branch Head Geodesy and Seismic Monitoring Geoscience Australia. Chair UN-GGIM-AP WG1 Chair APREF.

Case Study Australia. Dr John Dawson A/g Branch Head Geodesy and Seismic Monitoring Geoscience Australia. Chair UN-GGIM-AP WG1 Chair APREF. Case Study Australia Dr John Dawson A/g Branch Head Geodesy and Seismic Monitoring Geoscience Australia Chair UN-GGIM-AP WG1 Chair APREF Page 1 Overview 1. Australian height system Australian Height Datum

More information

Congreso Internacional Geomática Andina 2012 4 y 5 de junio, Bogotá, D. C., Colombia

Congreso Internacional Geomática Andina 2012 4 y 5 de junio, Bogotá, D. C., Colombia Claudio Brunini SIRGAS President UNLP - CONICET Argentina Laura Sánchez SIRGAS Vice-President DGFI - Germany William Martínez SIRGAS WGII President IGAC - Colombia María Viriginia Mackern SIRGAS - WGI

More information

Leica SmartNet UK & Ireland Network RTK User Guide

Leica SmartNet UK & Ireland Network RTK User Guide Leica SmartNet UK & Ireland Network RTK User Guide Contents Background.. Page 3 Single Base RTK.... Page 3 Advantages & Disadvantages of Single Base RTK Page 4 Network RTK... Page 4 Advantages & Disadvantages

More information

SURVEYING WITH GPS. GPS has become a standard surveying technique in most surveying practices

SURVEYING WITH GPS. GPS has become a standard surveying technique in most surveying practices SURVEYING WITH GPS Key Words: Static, Fast-static, Kinematic, Pseudo- Kinematic, Real-time kinematic, Receiver Initialization, On The Fly (OTF), Baselines, Redundant baselines, Base Receiver, Rover GPS

More information

INTEGRITY AND CONTINUITY ANALYSIS OCTOBER TO DECEMBER 2013 QUARTERLY REPORT FROM GPS. Integrity and Continuity Analysis 08/01/14 08/01/14 08/01/14

INTEGRITY AND CONTINUITY ANALYSIS OCTOBER TO DECEMBER 2013 QUARTERLY REPORT FROM GPS. Integrity and Continuity Analysis 08/01/14 08/01/14 08/01/14 INTEGRITY AND CONTINUITY ANALYSIS FROM GPS OCTOBER TO DECEMBER 2013 QUARTERLY REPORT Prepared by: M Pattinson (NSL) 08/01/14 Checked by: L Banfield (NSL) 08/01/14 Approved by: M Dumville (NSL) 08/01/14

More information

Learning about GPS and GIS

Learning about GPS and GIS Learning about GPS and GIS Standards 4.4 Understand geographic information systems (G.I.S.). B12.1 Understand common surveying techniques used in agriculture (e.g., leveling, land measurement, building

More information

FOR IMMEDIATE RELEASE

FOR IMMEDIATE RELEASE FOR IMMEDIATE RELEASE Utilizing a Self-steering Robotic Tractor in the Developmental Phases of Rice -- Feasibility Study on Using Quasi-Zenith Satellite System for Precision Farming in Australia -- Hitachi

More information

Assessment Tasks Pass theory exams at > 70%. Meet, or exceed, outcome criteria for projects and assignments.

Assessment Tasks Pass theory exams at > 70%. Meet, or exceed, outcome criteria for projects and assignments. CENTRAL OREGON COMMUNITY COLLEGE: GEOGRAPHIC INFORMATION SYSTEM PROGRAM 1 CENTRAL OREGON COMMUNITY COLLEGE Associate Degree Geographic Information Systems Program Outcome Guide (POG) Program Outcome Guide

More information

Alberding precision agriculture solutions

Alberding precision agriculture solutions Alberding precision agriculture solutions Alberding GmbH AGRITECHNICA 2015, 8 14 November 2015, Hanover, Germany Presentation by: Tamás Horváth & Katrin Arendholz Alberding GmbH - Precision agriculture

More information

European Position Determination System. Guidelines For Cross- Border Data Exchange

European Position Determination System. Guidelines For Cross- Border Data Exchange European Position Determination System Guidelines For Cross- Border Data Exchange Version 1.0 21 September 2006 Copyright: Publisher: 2007 by the International EUPOS Steering Committee Office of the International

More information

Korea Geodetic Framework for Sustainable Development*

Korea Geodetic Framework for Sustainable Development* UNITED NATIONS E/CONF.102/IP.17 ECONOMIC AND SOCIAL COUNCIL Nineteenth United Nations Regional Cartographic Conference for Asia and the Pacific Bangkok, 29 October 1 November 2012 Item 6(b) of the provisional

More information

The Use and Integrity Monitoring of IGS Products at Geoscience Australia (GA)

The Use and Integrity Monitoring of IGS Products at Geoscience Australia (GA) Australian Government Geoscience Australia The Use and Integrity Monitoring of IGS Products at Geoscience Australia (GA) Ramesh Govind, John Dawson, John Manning IGS-2004 Workshop and Symposium Berne,

More information

Alberding DGNSS solutions for inland waterways

Alberding DGNSS solutions for inland waterways Alberding DGNSS solutions for inland waterways December 2012 1/29 Alberding DGNSS solutions for inland waterways Tamás Horváth Alberding GmbH DISC 12 Vukovar 13 December 2012 Alberding DGNSS solutions

More information

Permanent GNSS station network and AlpCheck: freight transport monitoring

Permanent GNSS station network and AlpCheck: freight transport monitoring Permanent GNSS station network and AlpCheck: freight transport monitoring 19 th June 2008 Giorgio Gaber Auditorium Palazzo della Regione Lombardia MILAN Francesco Matonti IREALP Project summary Problems

More information

Update of BeiDou Education and Training

Update of BeiDou Education and Training Update of BeiDou Education and Training Introduction Activities in 2014 GNSS education and training facility Future plan Introduction Beidou International Exchanging and Training Center is affiliated to

More information

The European GNSS Programmes EGNOS and Galileo

The European GNSS Programmes EGNOS and Galileo The European GNSS Programmes EGNOS and Galileo 6th ICG Conference Pieter De Smet European Commission 5 September 2011 1. State of Play of EGNOS 2. State of Play of Galileo 5 September, 2011 The European

More information

Global Positioning System

Global Positioning System B. Hofmann-Wellenhof, H. Lichtenegger, and J. Collins Global Positioning System Theory and Practice Third, revised edition Springer-Verlag Wien New York Contents Abbreviations Numerical constants xix xxiii

More information

Using GNSS to establish a Height Datum on a Project

Using GNSS to establish a Height Datum on a Project Abstract Richard Stanaway Quickclose PO Box 1364 Carlton VIC 3053 Australia email: richard.stanaway@quickclose.com.au This paper explains in detail practical steps for establishing or extending a height

More information

Analysis of RTN Measurement Results Referring to ASG-EUPOS Network

Analysis of RTN Measurement Results Referring to ASG-EUPOS Network GEOMATICS AND ENVIRONMENTAL ENGINEERING Volume 4 Number 1/1 2010 Andrzej Uznañski* Analysis of RTN Measurement Results Referring to ASG-EUPOS Network 1. Introduction In June 2008 ASG-EUPOS network system,

More information

Tidal Correction Using GPS Determination of the Chart Datum. October 9, FIG Congress 2006

Tidal Correction Using GPS Determination of the Chart Datum. October 9, FIG Congress 2006 Tidal Correction Using GPS Determination of the Chart Datum October 9, FIG Congress 2006 Inhalt The Traditional Way of Tide Correction Tide Correction Using GNSS Task I: Realisation of the Chart Datum

More information

A guide to coordinate systems in Great Britain

A guide to coordinate systems in Great Britain A guide to coordinate systems in Great Britain An introduction to mapping coordinate systems and the use of GPS datasets with Ordnance Survey mapping D00659 v2.3 Mar 2015 Crown copyright Page 1 of 43 Contents

More information

CHAPTER 3 PROJECT CONTROL

CHAPTER 3 PROJECT CONTROL CHAPTER 3 PROJECT CONTROL Marking Survey Control Points 3-2 Horizontal Control 3-2 Vertical Control 3-3 Preconstruction Bench Marks 3-3 Bench Mark Levels 3-3 Bench Mark Check Levels 3-5 Total Station Leveling

More information

CORS/OPUS: Status & Future Prospects

CORS/OPUS: Status & Future Prospects CORS/OPUS: Status & Future Prospects Richard Snay, Gerald Mader, & Neil Weston NOAA s National Geodetic Survey CORS Users Forum 44 th CGSIC Meeting Long Beach, CA September 21, 2004 Continuously Operating

More information

量 說 Explanatory Notes on Geodetic Datums in Hong Kong

量 說 Explanatory Notes on Geodetic Datums in Hong Kong 量 說 Explanatory Notes on Geodetic Datums in Hong Kong Survey & Mapping Office Lands Department 1995 All Right Reserved by Hong Kong Government 留 CONTENTS INTRODUCTION............... A1 HISTORICAL BACKGROUND............

More information

PLM PRODUCT INFORMATION

PLM PRODUCT INFORMATION PLM PRODUCT INFORMATION Agricultural Equipment UK & ROI Precision Farming Reference UK- PLM_03_13 Date: 1st May 2013 Announcing the new RangePoint RTX Correction Service RangePoint RTX is a GPS and GLONASS

More information

The new ISO standard 17123-8 for checking GNSS field measuring systems

The new ISO standard 17123-8 for checking GNSS field measuring systems The new ISO standard 1713-8 for checking GNSS field measuring systems Hans Heister Institute for Geodesy - Geodetic Metrology - UniBw München D-85577 Neubiberg h.heister@unibw.de FIG Working Week - Stockholm

More information

Online Precise Point Positioning Using the. Natural Resources Canada Canadian Spatial Reference System (CSRS-PPP)

Online Precise Point Positioning Using the. Natural Resources Canada Canadian Spatial Reference System (CSRS-PPP) Online Precise Point Positioning Using the Natural Resources Canada Canadian Spatial Reference System (CSRS-PPP) Thomas Nylen and Seth White UNAVCO October 2007 I. Precise Point Positioning Precise Point

More information

BSc (Hons) in Geomatics (Surveying & Mapping) DT112

BSc (Hons) in Geomatics (Surveying & Mapping) DT112 School of Spatial Planning DEPARTMENT OF SPATIAL INFORMATION SCIENCES BSc (Hons) in Geomatics (Surveying & Mapping) December 2011 HAVE YOU EVER WONDERED? How Sat-Nav systems work? geekanoids.co.uk Imagery

More information

BSc (Hons) in Geomatics (Surveying & Mapping) DT112

BSc (Hons) in Geomatics (Surveying & Mapping) DT112 School of Spatial Planning DEPARTMENT OF SPATIAL INFORMATION SCIENCES BSc (Hons) in Geomatics (Surveying & Mapping) How Sat-Nav systems work? December 2011 geekanoids.co.uk Imagery by baboom.ie How the

More information

GPS Applications in Agriculture. Gary T. Roberson Agricultural Machinery Systems

GPS Applications in Agriculture. Gary T. Roberson Agricultural Machinery Systems GPS Applications in Agriculture Gary T. Roberson Agricultural Machinery Systems What is a Positioning System? A position information system enables the user to determine absolute or relative location of

More information

European Position Determination System. Guideline for EUPOS Reference Frame Fixing

European Position Determination System. Guideline for EUPOS Reference Frame Fixing European Position Determination System Guideline for EUPOS Reference Frame Fixing Version 1.0 21 September 2007 Copyright: Publisher: 2007 by the International EUPOS Steering Committee Office of the International

More information

GNSS FIELD DATA COLLECTION GUIDELINES

GNSS FIELD DATA COLLECTION GUIDELINES AD-SDI DATA STANDARD GNSS FIELD DATA COLLECTION GUIDELINES Version 1.0 September 2011 Prepared by Abu Dhabi Spatial Data Infrastructure (AD-SDI) Abu Dhabi Systems and Information Centre (ADSIC) Abu Dhabi,

More information

INTRODUCTION TO GNSS NETWORK RTK. BAKU (AZERBAIDJAN) 12 Mai 2009. Ezzedine Djerbi Leica Geo-Systems Switzerland

INTRODUCTION TO GNSS NETWORK RTK. BAKU (AZERBAIDJAN) 12 Mai 2009. Ezzedine Djerbi Leica Geo-Systems Switzerland INTRODUCTION TO GNSS NETWORK RTK BAKU (AZERBAIDJAN) 12 Mai 2009 Ezzedine Djerbi Leica Geo-Systems Switzerland 1 GPS & GLONASS constellations have never been designed to serve the civilian applications

More information

North American Horizontal Datums. Jan Van Sickle

North American Horizontal Datums. Jan Van Sickle North American Horizontal Datums Jan Van Sickle http://www.holoscenes.com/cgi-bin/moin.cgi/easternobliquearc The New England Datum 1879 was the first geodetic datum of this type in the United States. The

More information

Tailoring GPS for the Forest Service: MTDC s Testing and Evaluation Program

Tailoring GPS for the Forest Service: MTDC s Testing and Evaluation Program United States Department of Agriculture Forest Service Technology & Development Program 2200 Range 2300 Recreation 2400 Reforestation and Nurseries 2600 Wildlife 3400 Forest Health Protection 5100 Fire

More information

The Chief Directorate: National

The Chief Directorate: National Surveying The South African Coordinate Reference System (Part 1) by Aslam Parker, Chief Directorate: National Geo-spatial Information This article will define the various elements of the South African

More information

Precise positioning services in the surveying and land management sector

Precise positioning services in the surveying and land management sector Precise positioning services in the surveying and land management sector An estimate of the economic and social benefits of augmented positioning services in the surveying and land management sector Prepared

More information

GPS LOCATIONS FOR GIS: GETTING THEM RIGHT THE FIRST TIME

GPS LOCATIONS FOR GIS: GETTING THEM RIGHT THE FIRST TIME GPS LOCATIONS FOR GIS: GETTING THEM RIGHT THE FIRST TIME Caroline Erickson and Pierre Héroux Geodetic Survey Division, Geomatics Canada Natural Resources Canada 615 Booth Street Ottawa, Ontario K1A 0E9

More information

MSDI: Workflows, Software and Related Data Standards

MSDI: Workflows, Software and Related Data Standards MSDI: Workflows, Software and Related Data Standards By Andy Hoggarth October 2009 Introduction Leveraging SDI principles for hydrographic operational efficiency French INFRAGEOS example (SHOM - Service

More information

Advantages when Changing to a Nationwide Reference System Experiences from Umeå, a Municipality in Northern Sweden

Advantages when Changing to a Nationwide Reference System Experiences from Umeå, a Municipality in Northern Sweden Advantages when Changing to a Nationwide Reference System Experiences from Umeå, a Municipality in Kerstin HEGNER and Lars E. ENGBERG, Sweden Keywords: Digital cadastre; Geoinformation/GI; GPS; Positioning;

More information

Real-Time GNSS in Routine EPN Operations Concept

Real-Time GNSS in Routine EPN Operations Concept Real-Time GNSS in Routine EPN Operations Concept EPN Real-time Working Group D. Dettmering, G. Weber, C. Bruyninx, H. v.d.marel W. Gurtner, J. Torres, A. Caporali Status: December 3, 2006 1 CONTENT 1 Introduction

More information

{ XE "CIR_30-6_intelligent_compaction_D02-26-14" } Page 1 of 10

{ XE CIR_30-6_intelligent_compaction_D02-26-14 } Page 1 of 10 { XE "CIR_30-6_intelligent_compaction_D02-26-14" } Page 1 of 10 Section 30-6. Use to incorporate intelligent compaction requirements in CIR or FDR projects. Use bid item: 306100A Intelligent Compaction

More information

GAGAN-FOP/PMR-05. Indian SBAS System - GAGAN

GAGAN-FOP/PMR-05. Indian SBAS System - GAGAN GAGAN-FOP/PMR-05 Indian SBAS System - GAGAN GAGAN GPS Aided GEO Augmented Navigation (GAGAN) is India s regional Satellite Based Augmentation System (SBAS) India is working towards attaining APV 1 capability

More information

Survey and Mapping Activities in Vietnam *

Survey and Mapping Activities in Vietnam * UNITED NATIONS E/CONF.100/CRP.1 ECONOMIC AND SOCIAL COUNCIL Eighteenth United Nations Regional Cartographic Conference for Asia and the Pacific Bangkok, 26-29 October 2009 Item 7(a) of the provisional

More information

COUNTRY REPORT GEOSPATIAL INFORMATION MANAGEMENT IN NEPAL

COUNTRY REPORT GEOSPATIAL INFORMATION MANAGEMENT IN NEPAL COUNTRY REPORT ON GEOSPATIAL INFORMATION MANAGEMENT IN NEPAL Government of Nepal Ministry of Land Reform and Management SURVEY DEPARTMENT PO Box 9435 Min Bhavan, Kathmandu Nepal Tel : + 977 1 4622713 +

More information

The Status of Geospatial Information Management in China

The Status of Geospatial Information Management in China The Status of Geospatial Information Management in China Submitted by the National Administration of Surveying, Mapping and Geoinformation of China 1. Administration System The National Administration

More information

Real-Time Reality by Arthur R. Andrew III, PLS

Real-Time Reality by Arthur R. Andrew III, PLS Real-Time Reality by Arthur R. Andrew III, PLS A progressive RTK network in California deems the setting up of a base station a thing of the past. Imagine having the ability to survey using Real-Time Kinematic

More information

IP-S3 HD1. Compact, High-Density 3D Mobile Mapping System

IP-S3 HD1. Compact, High-Density 3D Mobile Mapping System IP-S3 HD1 Compact, High-Density 3D Mobile Mapping System Integrated, turnkey solution Ultra-compact design Multiple lasers minimize scanning shades Unparalleled ease-of-use No user calibration required

More information

Land Information Management in Southern Africa Focus on technology management training in Surveying and Mapping in Namibia

Land Information Management in Southern Africa Focus on technology management training in Surveying and Mapping in Namibia Land Information Management in Southern Africa Focus on technology management training in Surveying and Mapping in Namibia Chris Paresi, Urban and Regional Planning and Geo-Information Management Department,

More information

Responsibilities of Engineering Surveyors under ISO 9000 in Hong Kong Construction Industry

Responsibilities of Engineering Surveyors under ISO 9000 in Hong Kong Construction Industry Responsibilities of Engineering Surveyors under ISO 9000 in Hong Kong Construction Industry Steve Y. W. Lam and Conrad H. W. Tang Department of Land Surveying & Geo-Informatics Hong Kong Polytechnic University,

More information

EXPERIMENTS IN THE DEVELOPMENT OF THE HUNGARIAN GPS NETWORKS

EXPERIMENTS IN THE DEVELOPMENT OF THE HUNGARIAN GPS NETWORKS III. Évfolyam 1. szám - 2008. március Koós Tamás Zrínyi Miklós Nemzetvédelmi Egyetem koos.tamas@zmne.hu EXPERIMENTS IN THE DEVELOPMENT OF THE HUNGARIAN GPS NETWORKS Abstract The establishment of the GPS

More information

GENERAL INFORMATION ON GNSS AUGMENTATION SYSTEMS

GENERAL INFORMATION ON GNSS AUGMENTATION SYSTEMS GENERAL INFORMATION ON GNSS AUGMENTATION SYSTEMS 1. INTRODUCTION Navigation technologies with precision approach and landing systems, for civilian and military purposes, enable aircrafts to perform their

More information

The Status and Development of the APREF GNSS Network Guorong Hu

The Status and Development of the APREF GNSS Network Guorong Hu The Status and Development of the APREF GNSS Network Guorong Hu Geodesy, Geoscience Australia, Canberra, Australia Outline Introduction Objectives How the reference frame is derived Services and applications

More information

AFREF First GNSS Station : Lessons learnt Building up a Continental Reference Frame

AFREF First GNSS Station : Lessons learnt Building up a Continental Reference Frame AFREF First GNSS Station : Lessons learnt Building up a Continental Reference Frame Joel van Cranenbroeck, Director of Technology and Project Development Leica Geosystems AG, Geomatic Division CH-9435

More information

eland Development, The Impact of Technology for Surveyors and Lands Departments

eland Development, The Impact of Technology for Surveyors and Lands Departments DEPARTMENT OF LANDS PLANNING and the ENVIRONMENT eland Development, The Impact of Technology for Surveyors and Lands Departments Craig Sandy Director Surveys Surveyor-General Survey Branch Presentation

More information

MULTI-GNSS DEMONTRATION CAMPAIGN IN ASIA OCEANIA REGION

MULTI-GNSS DEMONTRATION CAMPAIGN IN ASIA OCEANIA REGION UNITED NATIONS INTERNATIONAL MEETING ON THE APPLICATIONS OF GLOBAL NAVIGATION SATELLITE SYSTEMS PRESENTATION SESSION 2: INTERNATIONAL INITIATIVES/EXPERIENCES MULTI-GNSS DEMONTRATION CAMPAIGN IN ASIA OCEANIA

More information

European GNSS Applications in Horizon 2020

European GNSS Applications in Horizon 2020 European GNSS Applications in Horizon 2020 Official International Space Information Day 2015, Brussels 10 November 2015 Marta Krywanis-Brzostowska European GNSS Agency Integrated approach: understanding

More information

Development of BeiDou Navigation Satellite System

Development of BeiDou Navigation Satellite System The 7th Meeting of International Committee on GNSS Development of BeiDou Navigation Satellite System China Satellite Navigation Office November 5, 2012 Beijing, China Part Ⅰ Development Plan Part Ⅱ System

More information

Protection of the Environment and Modelling Surface Movements in GIS in the East Slovak Region

Protection of the Environment and Modelling Surface Movements in GIS in the East Slovak Region Protection of the Environment and Modelling Surface Movements in GIS in the East Slovak Region Vladimír SEDLÁK, Soňa MOLČÍKOVÁ, Viera HURČÍKOVÁ, Milan FRAJT and Peter MIŠOVIC, Slovakia Key words: 3D deformations,

More information

technical notes TRIMBLE SURVEY MANAGER SOFTWARE

technical notes TRIMBLE SURVEY MANAGER SOFTWARE TRIMBLE SURVEY MANAGER SOFTWARE technical notes The Trimble survey manager software is a powerful Field and office software for the collection, processing, and visualization of data collected during precise

More information

An Introduction to GPS / GNSS

An Introduction to GPS / GNSS An Introduction to GPS / GNSS Prepared by: In Partnership with: NSF DUE 1205110; 0903270 Outline Terms: GNSS & GPS? Why do we use GNSS? What is GNSS? How does GNSS Work? What do you need to know about

More information

Table of Contents 1. Introduction... 3 2. Installing Sxblue Server... 4 3. Principle of Operation... 6 4. Server Configuration... 7 4.

Table of Contents 1. Introduction... 3 2. Installing Sxblue Server... 4 3. Principle of Operation... 6 4. Server Configuration... 7 4. SXBlue Server Table of Contents 1. Introduction... 3 2. Installing Sxblue Server... 4 3. Principle of Operation... 6 4. Server Configuration... 7 4.1 Server Status... 7 4.1.1 Info Clients... 8 4.1.2 Infos

More information

EGNOS: an emerging technology to support urban transport. POLIS Bruxelles November 2011

EGNOS: an emerging technology to support urban transport. POLIS Bruxelles November 2011 EGNOS: an emerging technology to support urban transport POLIS Bruxelles November 2011 21 October 2011 : GALILEO becomes a reality What is EGNOS? 6 Navigation Land Earth Stations 34 Ranging & Integrity

More information

European Petroleum Survey Group EPSG. Guidance Note Number 10. April 2001. Geodetic Transformations Offshore Norway

European Petroleum Survey Group EPSG. Guidance Note Number 10. April 2001. Geodetic Transformations Offshore Norway European Petroleum Survey Group EPSG Guidance Note Number 10 April 2001 Geodetic Transformations Offshore Norway Background 1. European Datum 1950 (ED50) is the de facto and de jure geographic coordinate

More information

Greg Keel P.Eng. Parallel Geo Services gkeel@nanaimo.ark.com

Greg Keel P.Eng. Parallel Geo Services gkeel@nanaimo.ark.com Greg Keel P.Eng. Parallel Geo Services gkeel@nanaimo.ark.com Presentation Outline GNSS: Global Navigation Satellite System GPS: overview, current signals, modernization GLONASS: history (rise fall rise),

More information

4.03 Vertical Control Surveys: 4-1

4.03 Vertical Control Surveys: 4-1 4. HORIZONTAL AND VERTICAL CONTROL 4.01 General: Sufficient horizontal and, if applicable, vertical control surveys shall be established by the Contractor for all photogrammetric mapping purposes. Prior

More information

Total Program's Units

Total Program's Units Associate Degree Program Department of Civil and Architectural Technology Major : Survey Technology First Semester NO 5 6 Code SRV 0 SRV 0 SRV 0 ENG 0 MTH 7 CMT 0 Course Title Land survey Survey drawing

More information

Survey Sensors Hydrofest 2014. Ross Leitch Project Surveyor

Survey Sensors Hydrofest 2014. Ross Leitch Project Surveyor Survey Sensors Hydrofest 2014 Ross Leitch Project Surveyor Satellite Positioning Only provides position of antenna Acoustic Positioning Only provides position of transponder relative to transceiver How

More information

International Global Navigation Satellite Systems Service

International Global Navigation Satellite Systems Service International Global Navigation Satellite Systems Service IGS Multi-GNSS Experiment IGS M-GEX Call for Participation www.igs.org Response to this Call for Participation in IGS M-GEX via Web Form Submission

More information

Development of new hybrid geoid model for Japan, GSIGEO2011. Basara MIYAHARA, Tokuro KODAMA, Yuki KUROISHI

Development of new hybrid geoid model for Japan, GSIGEO2011. Basara MIYAHARA, Tokuro KODAMA, Yuki KUROISHI Development of new hybrid geoid model for Japan, GSIGEO2011 11 Development of new hybrid geoid model for Japan, GSIGEO2011 Basara MIYAHARA, Tokuro KODAMA, Yuki KUROISHI (Published online: 26 December 2014)

More information

Development of Automatic shooting and telemetry system for UAV photogrammetry INTRODUCTION

Development of Automatic shooting and telemetry system for UAV photogrammetry INTRODUCTION Development of Automatic shooting and telemetry system for UAV photogrammetry Jinwoo PARK 1, Minseok KIM 1, Khin Mar Yee 1, Chuluong CHOI 1 1 Department of Spatial Information Engineering, Pukyong National

More information

Opus Projects A Web-Based Application to Administer and Process Multi- Day GPS Campaign Data

Opus Projects A Web-Based Application to Administer and Process Multi- Day GPS Campaign Data Opus Projects A Web-Based Application to Administer and Process Multi- Day GPS Campaign Data Neil D. WESTON, Gerald L. MADER and Tomás SOLER, USA Key words: GPS; Positioning; Campaign SUMMARY The National

More information

GPS Machine Control Grading & BIM (Building Information Modeling)

GPS Machine Control Grading & BIM (Building Information Modeling) GPS Machine Control Grading & BIM (Building Information Modeling) Shawn Herring ProSoft Civil Applications Engineer Training & Support Manager Follow us on any of these media sites Facebook ProSoft Twitter

More information

Subdivision Mapping: Making the Pieces Fit David P. Thaler, GIS Analyst A geographit White Paper, June 2009

Subdivision Mapping: Making the Pieces Fit David P. Thaler, GIS Analyst A geographit White Paper, June 2009 Subdivision Mapping: Making the Pieces Fit P David P. Thaler, GIS Analyst A geographit White Paper, June 2009 1525 Oregon Pike, Suite 202 Lancaster, PA USA 17601-7300 Phone: 717-399-7007 Fax: 717-399-7015

More information

Education and Training in GNSS

Education and Training in GNSS Education and Training in GNSS Mourad BOUZIANI Department of Geodesy and Surveying ESGIT, IAV Hassan II, Morocco Cordinator of GNSS Master Curriculum CRASTE-LF, Affiliated to the United Nations OUTLINE

More information

Catherine LeCocq, Robert Ruland. February, 2008

Catherine LeCocq, Robert Ruland. February, 2008 Status Report on Alignment Activities at SLAC Catherine LeCocq, Robert Ruland Budget Situation SSRL / SPEAR PEPII / Babar LCLS Instrumentation / Calibration 1 Alignment Activities for SPEAR Ring mapping

More information

The Role of Precise Timing in High-Speed, Low-Latency Trading

The Role of Precise Timing in High-Speed, Low-Latency Trading The Role of Precise Timing in High-Speed, Low-Latency Trading The race to zero nanoseconds Whether measuring network latency or comparing real-time trading data from different computers on the planet,

More information