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Province of British Columbia (BC) Guidelines for RTK GPS Surveys, Including Operating within a Municipal Active Control System m Area (BC ACS ) Version 1.2 November 2009 British Columbia Guidelines for GPS RTK Surveys, m Including Operating within a Municipal Active Control System Area (BC ACS ) Table of Contents LIST OF FIGURES ......................................................................................................................................II APPENDICES ..............................................................................................................................................II 1 INTRODUCTION .................................................................................................................................. 1 2 GPS RTK SURVEYS ............................................................................................................................. 1 2.1 RTK DESCRIPTION ......................................................................................................................... 1 2.2 RTK ACCURACY ISSUES ................................................................................................................ 2 2.2.1 RTK Antenna Centering and HI Measurement 3 2.2.2 RTK Antenna Phase Center Movement 4 2.2.3 RTK Base Station Fixed 3D Coordinates 4 2.2.4 RTK Initialization 4 2.2.5 Satellite Geometry and Elevation Angles 6 2.2.6 Random and Short-Term Systematic RTK Errors 6 2.2.7 Radial Nature of RTK Surveys 7 2.3 RTK VALIDATION .......................................................................................................................... 8 2.4 RTK PRODUCTION SURVEYS .......................................................................................................... 9 2.4.1 Horizontal Datums, Coordinates, and Projections 9 2.4.2 Vertical Considerations (Ellipsoidal Heights, MSL Elevations, Geoidal Undulations) 10 2.4.3 Planning and Preparation for an RTK Survey 10 M 3. MUNICIPAL ACTIVE CONTROL SYSTEMS: BC ACS ....................................................... 12 3.1. HISTORY ....................................................................................................................................... 12 3.2. WHAT IS THE BC ACSM ?.............................................................................................................. 14 M 3.3. BC ACS COMPONENTS ............................................................................................................... 14 M 3.4. BC ACS ADVANTAGES .............................................................................................................. 15 3.5 RTK CONTROL SURVEYS WITHIN A BC ACSM ............................................................................. 15 3.5.1 RTK Antenna Centering and HI Measurements: 15 3.5.2 RTK Antenna Phase Center Movement: 16 3.5.3 RTK Base Station Fixed 3D Coordinates: 16 3.5.4 RTK Initialization: 16 3.5.5 Satellite Geometry and Elevation Angles: 16 3.5.6 Random and Short-Term Systematic RTK Errors: 17 3.5.7 Radial Nature of RTK Surveys: 17 3.5.8 Validations: 17 3.5.9 Horizontal Datums, Coordinates, and Projections: 17 3.5.10 Vertical Considerations (Ellipsoidal height, MSL elevation, Geoidal undulation): 18 m 3.5.11 Planning and Preparation for an RTK Survey within an Acs : 19 Crown Registry and Geographic Base Branch Issue: 1.1 – Revision Date: 10/22/09 ISO CRGB Procedures Manual V4.5 JA04 wCBM.doc Page i CRGB-ISO-DO-001 British Columbia Guidelines for GPS RTK Surveys, m Including Operating within a Municipal Active Control System Area (BC ACS ) List of Figures Figure 1: Typical RTK GPS system setup.................................................................................................... 2 Figure 2: BC ACS Stations ......................................................................................................................... 13 Appendices Appendix A - CRGB Documents Appendix B - References Appendix C - Recommended Information Sources Crown Registry and Geographic Base Branch Issue: 1.1 – Revision Date: 10/22/09 ISO CRGB Procedures Manual V4.5 JA04 wCBM.doc Page ii CRGB-ISO-DO-001 British Columbia Guidelines for GPS RTK Surveys, m Including Operating within a Municipal Active Control System Area (BC ACS ) 1 INTRODUCTION This document provides guidelines for GPS Real Time Kinematic (RTK) surveys conducted within BC. Referrals to this document should be with the British Columbia Specifications and Guidelines for Control Surveys Using GPS Technology. It is assumed that the reader has an understanding of the GPS Control Surveys document before this RTK guideline document is read. Appendix B contains information links to obtain documents maintained by Base Mapping and Geomatics Services (CRGB) of the Ministry of Agriculture and Lands. In these documents, it is assumed that static carrier-phase surveys are used for the reliable establishment of permanent survey control that will be fully integrated within the Provincial Geo-Spatial Reference (GSR). RTK techniques are suitable for topographic / detail / layout surveys, and can also be used for survey control establishment in support of specific projects. The accuracy expectation for RTK is typically a few-centimetres horizontal and perhaps 1.5 times worse in the vertical. Accuracy values are expressed at the 95% confidence level in this document. Section 2 of this document describes general techniques and accuracy issues for RTK surveying. Section 3 of this document describes the specific RTK application of working within a Municipal Active m Control System area (BC ACS ). The Capital Regional District (CRD), and the Metro Vancouver (MV) m are example BC ACS operational areas. The High Precision Networks (HPN) established as part of the BC ACSm initiatives are also discussed in this Section. Note that Section 3 is “generic” for RTK users working within a BC ACSm. Operational details (e.g. current system configuration, data communication m details, contact names, etc.) are available directly from the agency looking after each specific BC ACS . 2 GPS RTK SURVEYS This Section describes GPS RTK surveys, including methodologies, procedures, errors, redundancy issues, etc. IMPORTANT NOTE: It is assumed that the reader has an understanding of the document: British Columbia Specifications and Guidelines for Control Surveys Using GPS Technology. 2.1 RTK Description Real Time Kinematic (RTK) surveying is an advanced form of relative GPS carrier-phase surveying in which the Base Station transmits its raw measurement data to rover(s), which then compute a vector baseline from the Base Station to the rover. This computation is done nearly instantaneously, with minimal delays between the time of the Base Station measurements, and the time these are used for baseline processing at the rover (ideally a few seconds). The precision of RTK baselines can be almost as good as the precision of static carrier-phase baselines. If the Base Station coordinates are accurately known, this will usually result in accurate rover positions. The combination of fast and precise positioning, one-man operation, and wide work areas has resulted in RTK becoming an impressively powerful tool for some survey applications. Like other survey techniques, RTK does not solve every survey problem. RTK is only suitable for environments with reasonably good GPS tracking conditions (limited obstructions, multipath, and RF noise), and with continuously reliable communication from the Base Station to the rover. Crown Registry and Geographic Base Branch Issue: 1.1 – Revision Date: 11/5/2009 ISO CRGB Procedures Manual V4.5 JA04 wCBM.doc CRGB-ISO-DO-001 Page 1
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