SVY207: Lecture 17 Third party products and GPS processing procedures

Slides:



Advertisements
Similar presentations
The Geoscience Australia’s Online GPS Processing Service (AUSPOS)
Advertisements

RECALL THE THEORETICAL JARGON:
Introduction to RINEX, GPS Raw Data
CEG GNSS THEORY AND PRACTICE Stuart Edwards/Matt King Q1 – double difference component of the question was generally well answered with the double.
GPS measurements in the field M. Floyd K. Palamartchouk Massachusetts Institute of Technology Newcastle University GAMIT-GLOBK course University of Bristol,
GPS data from receiver to processing input
GTECH 201 Session 08 GPS.
Differential and precision GPS surveying for sub-meter and centimeter accuracy Feb 2007 Dr. Gary Oppliger.
NRCS Global Positioning Systems (GPS) & Geographic Information Systems (GIS) RESOURCE INVENTORY  Soil Survey  National Resources Inventory (NRI)  Wetlands.
Precision Farming Creating A RTK Network - Overview.
Geographic Information Systems
How Global Positioning Devices (GPS) work
Modern Navigation Thomas Herring MW 11:00-12:30 Room
NGS Real Time Network Status & Future Prospects Neil Weston NGS Convocation, 2005 Silver Spring, MD.
1 The U.S. Continuously Operating Reference Station (CORS) System Richard Snay NOAA’s National Geodetic Survey Corbin, Virginia June 2008.
OPUS Projects (beta) status and plans Improved solutions for simultaneous or repeated observations harvest data from multiple observers share upload &
NYSDOT CORS Past, Present and Future
SVY 207: Lecture 4 GPS Description and Signal Structure
Earth Science Applications of Space Based Geodesy DES-7355 Tu-Th 9:40-11:05 Seminar Room in 3892 Central Ave. (Long building) Bob Smalley Office: 3892.
Introduction QZSS (Quasi-Zenith Satellite System) program:
Mission Planning and SP1. Outline of Session n Standards n Errors n Planning n Network Design n Adjustment.
Vukovar, December , 2012 EAEMDR Status Report Bulgaria.
Mr.Samniang Suttara B.Eng. (Civil), M.Eng. (Survey) Topcon Instruments (Thailand) Co.,Ltd. Tel Satellite Surveying.
What is GPS??? GPS is short for Global Positioning System
NGS GPS ORBIT DETERMINATION Positioning America for the Future NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION National Ocean Service National Geodetic.
Heavy & Highway GNSS & Total Stations Basics
GPS How it Works For a full tutorial on GPS and its applications visit the Trimble WebsiteTrimble Website.
How Does GPS Work ?. Objectives To Describe: The 3 components of the Global Positioning System How position is obtaining from a radio timing signal Obtaining.
InCORS INDIANA’S STATEWIDE GNSS-GPS REAL TIME NETWORK Presented by Derek Fuller, PLS Land & Aerial Survey Office.
Trimble NetR8 GNSS Reference Receiver
SVY 207: Lecture 13 Ambiguity Resolution
Tools to help complete “Height Mod” Surveys OPUS & OPUS Projects Joe Evjen, Geodesist, NGS Height Modernization Eastern States Regional Tuesday, March.
1 SVY 207: Lecture 14 Instruments and Applications Aim of this lecture: –To learn GPS specifications appropriate to different applications Short lecture.
National Geodetic Survey – Continuously Operating Reference Stations & Online Positioning User Service (CORS & OPUS) William Stone Southwest Region (UT,
Real Time Network Activities at The National Geodetic Survey Neil D. Weston National Geodetic Survey, NOS, NOAA Silver Spring, Maryland January,
GSI Japan - 21st of June 1999 GPS-Positioning using Virtual Reference Stations - Theory, Analysis and Applications Herbert Landau Spectra Precision Terrasat.
Introduction to GPS/GNSS Introduction to Tidal and Geodetic Vertical Datums Corbin Training Center January 7, 2009 Jeff Little Guest Speaker ,
Page 1© Crown copyright 2004 Development of a Ground Based GPS Network for the Near Real Time Measurement of Integrated Water Vapour (IWV) Jonathan Jones.
GRIM & DynaPos Overview, Examples and Results Dr. Benjamin Remondi Kendall The XYZs' of GPS,
Harry Williams, Cartography1 Surveying Techniques II. GPS Despite the fact that Global Positioning Systems use very modern technology, the basic concept.
Recommendation 1 The IGS shall develop a standard protocol for exchanging information about IGS stations. The associated machine-readable database should.
SVY 207: Lecture 7 Differential GPS By now you should understand: –How GPS point positioning works from first principles Aim of this lecture: –To understand.
Earth Science Applications of Space Based Geodesy DES-7355 Tu-Th 9:40-11:05 Seminar Room in 3892 Central Ave. (Long building) Bob Smalley Office: 3892.
M. Gende, C. Brunini Universidad Nacional de La Plata, Argentina. Improving Single Frequency Positioning Using SIRGAS Ionospheric Products.
The Global Positioning System. Early Satellite Systems Satellite Surveying started more than 30 years ago. Now, High accuracy could be achieved in real.
Short-session Static and Kinematic Processing Short-session static: GAMIT processing, sessions 1-3 hours long Kinematic: TRACK processing, coordinates.
1 SVY 207: Lecture 12 Modes of GPS Positioning Aim of this lecture: –To review and compare methods of static positioning, and introduce methods for kinematic.
SVY 207: Lecture 15 Instruments and Applications
Principles of the Global Positioning System Lecture 09 Prof. Thomas Herring Room A;
Using Real-time Networks in the Northeast
Principles of the Global Positioning System Lecture 08 Prof. Thomas Herring Room ;
Geodetic Research Laboratory Department of Geodesy and Geomatics Engineering University of New Brunswick 2/20/2016 K. Cove 1 Carrier Phase Differential.
National Height Modernization Eastern Regional Meeting March 4, 2014 Continuously Operating Reference Stations (CORS) Neil D. Weston National Geodetic.
1 CORS and OPUS for GIS Applications Richard Snay NOAA’s National Geodetic Survey ESRI International User Conference San Diego, California August 5, 2008.
WESTERN REGION HEIGHT MOD WEBINAR NOVEMBER 19,
GALOCAD GAlileo LOcal Component for nowcasting and forecasting Atmospheric Disturbances R. Warnant, G. Wautelet, S. Lejeune, H. Brenot, J. Spits, S. Stankov.
GPS data from receiver to processing input M. A. Floyd T. A. Herring Massachusetts Institute of Technology GAMIT/GLOBK/TRACK Short Course for GPS Data.
Raw data to processing input
GPS data from receiver to processing input
GNSS data from receiver to processing input
Appliance of IceCORS network 2017 by Dalia Prizginiene
SVY207: Lecture 16 GPS Field Procedures and Computations
GPS: MAJOR COMPONENTS AND
Kinematic Data Processing
CORS-Based Coordinate System WHAT IS CORS
GNSS data from receiver to processing input
Suggested Guidance for OPUS Projects Processing
GNSS data from receiver to processing input
GNSS data from receiver to processing input
Presentation transcript:

SVY207: Lecture 17 Third party products and GPS processing procedures Motivation Ordnance Survey has established a National Network of over 30 Continuously Operating GPS Reference Stations (CORS) Data from these stations is served, free of charge, across the internet and can be used by anyone GPS is now a standard technique in topographic and engineering surveying Aim To understand what GPS products are available, their format, and how/when to use them

Available GPS Products What kind of products are available? Data from CORS GPS Stations Static Real Time Data types RINEX sp3 GPS satellite orbit products Final Rapid Predicted/Real Time

What is a CORS? The principle components of a CORS Geodetic dual frequency receiver Choke ring antenna (Optional ray-dome) Communications to central data collection unit

Typical CORS site monuments Wall Mount Drilled Gournd Marker

Who uses CORS and for what?

What are the advantages of CORS? Provide 3-dimensional data 24hrs/365 days per year The are permanent Users do not need to reconnaissance control points Users do not need to set up instruments at control points Saves time and money! Data is often available for FREE Saves money! CORS positional coordinates are more precise than those of other control points Positions and velocities are available together with metadata (more later) Positions are continuously monitored and will be updated if station moves CORS provide a direct tie to National Reference System

What are the disadvantages of CORS? Distances to sites is currently excessive UK Ordnance Survey active network of CORS provides one station per 100km on average Receiver hardware at CORS site will may differ from users hardware Antenna phase centre offsets Is data recorded in the same way? Fritz Brunner (2001), found that mixing of the Trimble 4000 SST with the Trimble 4000 SSE and Trimble 4000 SSI geodetic receivers over short observation times (less than a few hours) can cause vertical height errors of up to five centimeters. These errors appear to be caused by differences in how each receiver internally processes the incoming carrier phase signals.

CORS sites in the UK

CORS sites in Europe

CORS sites USA

Metadata for CORS sites Metadata should include Coordinates (positions and velocities) Data availability profiles Charts showing time for which data has been collected Data sheets Information about receiver type, antenna type, station construction, raydome, log files Site photos Time series of positional coordinates

A typical Time Series for a CORS

Surveying Applications using CORS Precise Positioning Full processing of code and phase Double differencing ++ Tie in surveys to Ordnance Survey Reference System Establish GPS base station for local survey Rapid Static Static RTK Blunder detection - resolving conflicting results Base station for monitoring NEW data provision for one man RTK Requires high CORS data rate + communication of data to users in real-time

Surveying Applications using CORS Sub-meter Applications Process code only GIS asset surveys Environmental inventories Tree locations Species locations Precision Agriculture (after the event) NEW - Real time via communications link to user

Who provides CORS data? http://igscb.jpl.nasa.gov/ http://www.epncb.oma.be/ http://www.ngs.noaa.gov/CORS/ http://swepos.lmv.lm.se/english/index.htm http://www.ordsvy.gov.uk/

Summary of CORS To position points at the cm level over 20km use precise orbit products (see later) and phase data Ensure that you record >4hrs data Use ion-free solutions for long baselines Ensure that either estimate or model Troposphere Remember final orbit products have a significant time delay (see later) Ensure that all antenna information is correct - otherwise large height errors will result Sub-meter positioning is possible with shorter data spans

Summary of CORS

RINEX data format Receiver INdependent EXchange Format Motivation for development All manufacturers have developed their own ‘BINARY’ file formats for data storage specific to their processing software Problems occur when processing data from another manufactures receiver TWO potential solutions Front-end software to interpret and convert the raw data for each receiver type Unique data exchange format + software to convert the raw data into this exchange format RINEX developed by the Astronomical Institute of the University of Berne to allow easy exchange of the GPS data Principle driver was the large European GPS campaign EUREF 89 - involved more than 60 GPS receivers of 4 different manufacturers.

RINEX data format cont’d Receiver INdependent EXchange Format Includes formats for observation, navigation and meteorological data Observation and Navigation are the most important Each file type consists of a header section and a data section Header section contains global information for the entire file and is placed at the beginning of the file. Contains header labels in columns 61-80 for each line contained in the header section These labels are mandatory and must appear exactly as per format description

RINEX data format cont’d RINEX VERSION / TYPE PGM / RUN BY / DATE COMMENT (Opt) MARKER NAME MARKER NUMBER (Opt) OBSERVER / AGENCY REC # / TYPE / VERS ANT # / TYPE APPROX POSITION XYZ ANTENNA: DELTA H/E/N WAVELENGTH FACT L1/2 # TYPES OF OBSERV INTERVAL (Opt) TIME OF FIRST OBS TIME OF LAST OBS (Opt) LEAP SECONDS (Opt) # OF SATELLITES (Opt) PRN / # OF OBS (Opt) END OF HEADER RINEX Observation file header labels e.g. NEWC067a.02o

RINEX data format cont’d An example of RINEX Observation data

RINEX data format cont’d RINEX filename convention: SSSSDDDT.YYo Four site SSSS On day-of-year DDD Observations session T Year YY o = Observation Other options - n = Navigation, g = GLONAS, m = Meteorological data E.g., NEWC067a.02o is observation data for CORS site Newcastle, day 067, session a, year 2002.

RINEX data format cont’d RINEX Navigation data RINEX VERSION / TYPE PGM / RUN BY / DATE COMMENT (opt) ION ALPHA (opt) ION BETA (opt) DELTA-UTC: A0,A1,T,W (opt) LEAP SECONDS (opt) END OF HEADER RINEX Navigation file header labels e.g. NEWC067a.02n

RINEX data format cont’d An example of RINEX Navigation data

Orbit Products Types of obit product Variety of orbit products are available from a variety of providers Precise orbit (Final) Rapid orbit Ultra Rapid orbit These orbits tend to be more accurate Typically not available for real-time applications BUT don’t forget about Broadcast orbit Braodcast orbit - transmitted from GPS satellite in real-time

Orbit Products cont’d Orbit Product Providers http://igscb.jpl.nasa.gov/components/compindex.html http://www.ngs.noaa.gov/ http://sopac.ucsd.edu NOTE: Predicted, Rapid and Final Orbit Products often come in .sp3 format

Orbit Products cont’d Which orbit type should I use? Rule of Thumb: Where d is baseline length in km and the errors are in metres. Errors at different baselines lengths: <<1mm Precise <1mm Rapid 2.5mm Ultra-rapid 20-100mm 5-25mm 1-5mm Navigation 200km 50km 10km