The GPS Dictionary
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
GPS and GLONASS Vector Tracking for Navigation in Challenging Signal Environments
GPS and GLONASS Vector Tracking for Navigation in Challenging Signal Environments Tanner Watts, Scott Martin, and David Bevly GPS and Vehicle Dynamics Lab – Auburn University October 29, 2019 2 GPS Applications (GAVLAB) Truck Platooning Good GPS Signal Environment Autonomous Vehicles Precise Timing UAVs 3 Challenging Signal Environments • Navigation demand increasing in the following areas: • Cites/Urban Areas • Forests/Dense Canopies • Blockages (signal attenuation) • Reflections (multipath) 4 Contested Signal Environments • Signal environment may experience interference • Jamming . Transmits “noise” signals to receiver . Effectively blocks out GPS • Spoofing . Transmits fake GPS signals to receiver . Tricks or may control the receiver 5 Contested Signal Environments • These interference devices are becoming more accessible GPS Jammers GPS Simulators 6 Traditional GPS Receiver Signals processed individually: • Known as Scalar Tracking • Delay Lock Loop (DLL) for Code • Phase Lock Loop (PLL) for Carrier 7 Traditional GPS Receiver • Feedback loops fail in the presence of significant noise • Especially at high dynamics Attenuated or Distorted Satellite Signal 8 Vector Tracking Receiver • Process signals together through the navigation solution • Channels track each other’s signals together • 2-6 dB improvement • Requires scalar tracking initially 9 Vector Tracking Receiver Vector Delay Lock Loop (VDLL) • Code tracking coupled to position navigation • DLL discriminators inputted into estimator • Code frequencies commanded by predicted pseudoranges -
It Is Quite Common for Confusion to Arise About the Process Used During a Hydrographic Survey When GPS-Derived Water Surface
It is quite common for confusion to arise about the process used during a hydrographic survey when GPS-derived water surface elevation is incorporated into the data as an RTK Tide correction. This article explains a little about the process. What we are discussing here might be a tide-related correction to a chart datum for coastal surveying – maybe to update navigational charts, or it might be nothing to do with tides at all. For example, surveying a river with the need to express bathymetry results as a bottom elevation on the desired vertical datum – not simply as “depth” results. Whether it is anything to do with tidal forces or not, the term “RTK Tide” is ubiquitous in hydrographic-speak to refer to vertical corrections of echo sounding data using RTK GPS. Although there is some confusing terminology, it’s a simple idea so let’s try to keep it that way. First keep in mind any GPS receiver will give the user basically two things in terms of vertical positioning: height above the GPS reference ellipsoid surface and height above Mean Sea Level (MSL) where ever he or she is on the Earth. How is MSL defined? Well, a geoid surface is a measure of the strength of gravity which in turn mostly controls the height of the sea; it is logical to say that MSL height equals the geoid height and vice versa. Using RTK techniques to obtain tide information is a logical extension of this basic principle. We are measuring the GPS receiver height above a geoid. -
Comparing Four Methods of Correcting GPS Data: DGPS, WAAS, L-Band, and Postprocessing Dick Karsky, Project Leader
United States Department of Agriculture Engineering Forest Service Technology & Development Program July 2004 0471-2307–MTDC 2200/2300/2400/3400/5100/5300/5400/ 6700/7100 Comparing Four Methods of Correcting GPS Data: DGPS, WAAS, L-Band, and Postprocessing Dick Karsky, Project Leader he global positioning system (GPS) of satellites DGPS Beacon Corrections allows persons with standard GPS receivers to know where they are with an accuracy of 5 meters The U.S. Coast Guard has installed two control centers Tor so. When more precise locations are needed, and more than 60 beacon stations along the coastal errors (table 1) in GPS data must be corrected. A waterways and in the interior United States to transmit number of ways of correcting GPS data have been DGPS correction data that can improve GPS accuracy. developed. Some can correct the data in realtime The beacon stations use marine radio beacon fre- (differential GPS and the wide area augmentation quencies to transmit correction data to the remote GPS system). Others apply the corrections after the GPS receiver. The correction data typically provides 1- to data has been collected (postprocessing). 5-meter accuracy in real time. In theory, all methods of correction should yield similar In principle, this process is quite simple. A GPS receiver results. However, because of the location of different normally calculates its position by measuring the time it reference stations, and the equipment used at those takes for a signal from a satellite to reach its position. stations, the different methods do produce different Because the GPS receiver knows exactly where results. -
Position Errors Caused by GPS Height of Instrument Blunders Thomas H
University of Connecticut OpenCommons@UConn Department of Natural Resources and the Thomas H. Meyer's Peer-reviewed Articles Environment July 2005 Position Errors Caused by GPS Height of Instrument Blunders Thomas H. Meyer University of Connecticut, [email protected] April Hiscox University of Connecticut Follow this and additional works at: https://opencommons.uconn.edu/thmeyer_articles Recommended Citation Meyer, Thomas H. and Hiscox, April, "Position Errors Caused by GPS Height of Instrument Blunders" (2005). Thomas H. Meyer's Peer-reviewed Articles. 4. https://opencommons.uconn.edu/thmeyer_articles/4 Survey Review, 38, 298 (October 2005) SURVEY REVIEW No.298 October 2005 Vol.38 CONTENTS (part) Position errors caused by GPS height of instrument blunders 262 T H Meyer and A L Hiscox This paper was published in the October 2005 issue of the UK journal, SURVEY REVIEW. This document is the copyright of CASLE. Requests to make copies should be made to the Editor, see www.surveyreview.org for contact details. The Commonwealth Association of Surveying and Land Economy does not necessarily endorse any opinions or recommendations made in an article, review, or extract contained in this Review nor do they necessarily represent CASLE policy CASLE 2005 261 Survey Review, 38, 298 (October 2005 POSITION ERRORS CAUSED BY GPS HEIGHT OF INSTRUMENT BLUNDERS POSITION ERRORS CAUSED BY GPS HEIGHT OF INSTRUMENT BLUNDERS T. H. Meyer and A. L. Hiscox Department of Natural Resources Management and Engineering University of Connecticut ABSTRACT Height of instrument (HI) blunders in GPS measurements cause position errors. These errors can be pure vertical, pure horizontal, or a mixture of both. -
Geometric Quality Parameters
GEOMETRIC QUALITY PARAMETERS L1WG – DAVOS 9th December 2015 Sebastien Saunier Metrics • There are an important number of accuracy metrics in the domain. The most frequent ones are: • The standard deviation • The Root Mean Square Error (RMSE) in one direction, • The two dimensional RMSE (Distance RMS, DRMS), • The Circular Error probable at 90/95 percentile (CE90/CE95), 2 Assumptions • Geo positioning Random variable pair • Bivariate normal distribution • Independent Variables • Standard Deviation Requirements 3 Circular precision index sqr(alpha) Probability Notation 1-sigma or standard ellipse – so called circular 1.00 39.4% standard error. 1.18 50.0% Circular Error Probable (CEP) Distance RMS (DRMS) – so called MSPE 1.414 63.2% (Mean square positional error) 2.00 86.5% 2-sigma or standard ellipse 2.146 90.0% 90% confidence level 2.45 95.0% 95% confidence level 2.818 98.2% 2DRMS 3.00 98.9% 3-sigma or standard ellipse 4 5 Objective • A) Evaluate on how CE90 accuracy metric is varying depending on its formulation. • B) Evaluate Geometric Accuracy Evaluation Method for multi temporal dataset Scene based / Point based measurement ? Contraints on GCP (spatial / temporal) • Input : 89 Landsat TM data, from 1984 => 2010 • Processsing : Image matching, 100 Gcps selected. 6 7 A/ 37.061 m@CE90 (89 products) B/ 34.92 m@CE90 (74 products) C/ 29.17 m @CE90 (39 products) D/ 24.59 m@CE90, (8 products) 8 37.12 m @CE90 (8 products) 24.59 m @CE90 (8 products) 9 10 LS05 TM, L1T Geometric Accuracy results • The multi temporal accuracy of scenes from KIR / MPS dataset have been assessed, respectively path/row 196/26 and path/row 199 /31. -
GLONASS & GPS HW Designs
GLONASS & GPS HW designs Recommendations with u-blox 6 GPS receivers Application Note Abstract This document provides design recommendations for GLONASS & GPS HW designs with u-blox 6 module or chip designs. u-blox AG Zürcherstrasse 68 8800 Thalwil Switzerland www.u-blox.com Phone +41 44 722 7444 Fax +41 44 722 7447 [email protected] GLONASS & GPS HW designs - Application Note Document Information Title GLONASS & GPS HW designs Subtitle Recommendations with u-blox 6 GPS receivers Document type Application Note Document number GPS.G6-CS-10005 Document status Preliminary This document and the use of any information contained therein, is subject to the acceptance of the u-blox terms and conditions. They can be downloaded from www.u-blox.com. u-blox makes no warranties based on the accuracy or completeness of the contents of this document and reserves the right to make changes to specifications and product descriptions at any time without notice. u-blox reserves all rights to this document and the information contained herein. Reproduction, use or disclosure to third parties without express permission is strictly prohibited. Copyright © 2011, u-blox AG. ® u-blox is a registered trademark of u-blox Holding AG in the EU and other countries. GPS.G6-CS-10005 Page 2 of 16 GLONASS & GPS HW designs - Application Note Contents Contents .............................................................................................................................. 3 1 Introduction ................................................................................................................. -
DOTD Standards for GPS Data Collection Accuracy
Louisiana Transportation Research Center Final Report 539 DOTD Standards for GPS Data Collection Accuracy by Joshua D. Kent Clifford Mugnier J. Anthony Cavell Larry Dunaway Louisiana State University 4101 Gourrier Avenue | Baton Rouge, Louisiana 70808 (225) 767-9131 | (225) 767-9108 fax | www.ltrc.lsu.edu TECHNICAL STANDARD PAGE 1. Report No. 2. Government Accession No. 3. Recipient's Catalog No. FHWA/LA.539 4. Title and Subtitle 5. Report Date DOTD Standards for GPS Data Collection Accuracy September 2015 6. Performing Organization Code 127-15-4158 7. Author(s) 8. Performing Organization Report No. Kent, J. D., Mugnier, C., Cavell, J. A., & Dunaway, L. Louisiana State University Center for GeoInformatics 9. Performing Organization Name and Address 10. Work Unit No. Center for Geoinformatics Department of Civil and Environmental Engineering 11. Contract or Grant No. Louisiana State University LTRC Project Number: 13-6GT Baton Rouge, LA 70803 State Project Number: 30001520 12. Sponsoring Agency Name and Address 13. Type of Report and Period Covered Louisiana Department of Transportation and Final Report Development 6/30/2014 P.O. Box 94245 Baton Rouge, LA 70804-9245 14. Sponsoring Agency Code 15. Supplementary Notes Conducted in Cooperation with the U.S. Department of Transportation, Federal Highway Administration 16. Abstract The Center for GeoInformatics at Louisiana State University conducted a three-part study addressing accurate, precise, and consistent positional control for the Louisiana Department of Transportation and Development. First, this study focused on Departmental standards of practice when utilizing Global Navigational Satellite Systems technology for mapping-grade applications. Second, the recent enhancements to the nationwide horizontal and vertical spatial reference framework (i.e., datums) is summarized in order to support consistent and accurate access to the National Spatial Reference System. -
AEN-88: the Global Positioning System
AEN-88 The Global Positioning System Tim Stombaugh, Doug McLaren, and Ben Koostra Introduction cies. The civilian access (C/A) code is transmitted on L1 and is The Global Positioning System (GPS) is quickly becoming freely available to any user. The precise (P) code is transmitted part of the fabric of everyday life. Beyond recreational activities on L1 and L2. This code is scrambled and can be used only by such as boating and backpacking, GPS receivers are becoming a the U.S. military and other authorized users. very important tool to such industries as agriculture, transporta- tion, and surveying. Very soon, every cell phone will incorporate Using Triangulation GPS technology to aid fi rst responders in answering emergency To calculate a position, a GPS receiver uses a principle called calls. triangulation. Triangulation is a method for determining a posi- GPS is a satellite-based radio navigation system. Users any- tion based on the distance from other points or objects that have where on the surface of the earth (or in space around the earth) known locations. In the case of GPS, the location of each satellite with a GPS receiver can determine their geographic position is accurately known. A GPS receiver measures its distance from in latitude (north-south), longitude (east-west), and elevation. each satellite in view above the horizon. Latitude and longitude are usually given in units of degrees To illustrate the concept of triangulation, consider one satel- (sometimes delineated to degrees, minutes, and seconds); eleva- lite that is at a precisely known location (Figure 1). If a GPS tion is usually given in distance units above a reference such as receiver can determine its distance from that satellite, it will have mean sea level or the geoid, which is a model of the shape of the narrowed its location to somewhere on a sphere that distance earth. -
A Seamless Vertical-Reference Surface for Acquisition, Management and Display (Ecdis) of Hydrographic Data
SEAMLESS VERTICAL DATUM A SEAMLESS VERTICAL-REFERENCE SURFACE FOR ACQUISITION, MANAGEMENT AND DISPLAY (ECDIS) OF HYDROGRAPHIC DATA A report prepared for the Canadian Hydrographic Service under Contract Number IIHS4-122 David Wells Alfred Kleusberg Petr Vanicek Department of Geodesy and Geomatics Engineering University of New Brunswick PO. Box 4400 Fredericton, New Brunswick Canada E3B 5A3 FINAL REPORT (DRAFT) November 22, 2004 Page 1 SEAMLESS VERTICAL DATUM Final Report 15 July 1995 FINAL REPORT (DRAFT) November 22, 2004 Page 2 SEAMLESS VERTICAL DATUM TABLE OF CONTENTS Table of contents...........................................................................................................................2 Executive summary.......................................................................................................................5 Acronyms used in this report ........................................................................................................6 1. Introduction...............................................................................................................................8 1.1 Problem statement.......................................................................................................8 1.2 The role of vertical-reference surfaces in navigation..................................................8 1.3 Vertical-reference surface accuracy issues..................................................................9 1.3.1 Depth measurement errors .........................................................................10 -
Accuracy of Flight Altitude Measured with Low-Cost GNSS, Radar and Barometer Sensors: Implications for Airborne Radiometric Surveys
sensors Article Accuracy of Flight Altitude Measured with Low-Cost GNSS, Radar and Barometer Sensors: Implications for Airborne Radiometric Surveys Matteo Albéri 1,2,* ID , Marica Baldoncini 1,2, Carlo Bottardi 1,2 ID , Enrico Chiarelli 3, Giovanni Fiorentini 1,2, Kassandra Giulia Cristina Raptis 3, Eugenio Realini 4, Mirko Reguzzoni 5, Lorenzo Rossi 5, Daniele Sampietro 4, Virginia Strati 3 and Fabio Mantovani 1,2 ID 1 Department of Physics and Earth Sciences, University of Ferrara, Via Saragat, 1, 44122 Ferrara, Italy; [email protected] (M.B.); [email protected] (C.B.); fi[email protected] (G.F.); [email protected] (F.M.) 2 Ferrara Section of the National Institute of Nuclear Physics, Via Saragat, 1, 44122 Ferrara, Italy 3 Legnaro National Laboratory, National Institute of Nuclear Physics, Via dell’Università 2, 35020 Legnaro (Padova), Italy; [email protected] (E.C.); [email protected] (K.G.C.R.); [email protected] (V.S.) 4 Geomatics Research & Development (GReD) srl, Via Cavour 2, 22074 Lomazzo (Como), Italy; [email protected] (E.R.); [email protected] (D.S.) 5 Department of Civil and Environmental Engineering (DICA), Polytechnic of Milan, Piazza Leonardo da Vinci 32, 20133 Milano, Italy; [email protected] (M.R.); [email protected] (L.R.) * Correspondence: [email protected]; Tel.: +39-329-0715328 Received: 7 July 2017; Accepted: 13 August 2017; Published: 16 August 2017 Abstract: Flight height is a fundamental parameter for correcting the gamma signal produced by terrestrial radionuclides measured during airborne surveys. -
Pilot's Operating Handbook and Faa
FEBRUARY 2006 VOLUME 33, NO. 2 The Official Membership Publication of The International Comanche Society The Comanche Flyer is the official monthly member publication of the Volume 33, No. 2 • February 2006 International Comanche Society www.comancheflyer.com 5604 Phillip J. Rhoads Avenue Hangar 3, Suite 4 Bethany, OK 73008 Published By the International Comanche Society, Inc. Tel: (405) 491-0321 Fax: (405) 491-0325 CONTENTS www.comancheflyer.com 2 Letter From The President Karl Hipp ICS President Karl Hipp Cover Story: Comanche Spirit Tel: (970) 963-3755 4 Mike and Pattie Adkins – Kim Blonigen E-mail: [email protected] Pilots, Partners and Owners of N4YA Managing Editor 6 2005-2006 ICS Board of Directors Kim Blonigen & Tribe Representatives E-mail: [email protected] 6 2005-2006 ICS Standing Advertising Manager Committees & Chairpersons John Shoemaker 6 ICS 2006 Nominating Committee 800-773-7798 Fax: (231) 946-9588 6 ICS Website Update E-mail: [email protected] Special Feature Graphic Design 8 Surviving Katrina Koren Herriman 9 Call for Nominees E-mail: [email protected] Pilot Pointers Printer Village Press 10 It Should Not Happen To You — Omri Talmon 2779 Aero Park Drive Comanche Accidents for Traverse City, MI 49685-0629 November 2005 and a Case www.villagepress.com Technically Speaking Office Manager 14 Online Intelligence — Gaynor Ekman Learning to Use the Garmin 430 and 530 Tel: (405) 491-0321 17 Technical Tidbits Michael Rohrer Fax: (405) 491-0325 E-mail: [email protected] 19 CFF-Approved CFIs The Comanche Flyer is available to members; From the Logbook the $25 annual subscription rate is included in the Society’s Annual Membership dues in 20 Transatlantic Adventures – Part Two Karl Hipp & US funds below. -
What Are Geodetic Survey Markers?
Part I Introduction to Geodetic Survey Markers, and the NGS / USPS Recovery Program Stf/C Greg Shay, JN-ACN United States Power Squadrons / America’s Boating Club Sponsor: USPS Cooperative Charting Committee Revision 5 - 2020 Part I - Topics Outline 1. USPS Geodetic Marker Program 2. What are Geodetic Markers 3. Marker Recovery & Reporting Steps 4. Coast Survey, NGS, and NOAA 5. Geodetic Datums & Control Types 6. How did Markers get Placed 7. Surveying Methods Used 8. The National Spatial Reference System 9. CORS Modernization Program Do you enjoy - Finding lost treasure? - the excitement of the hunt? - performing a valuable public service? - participating in friendly competition? - or just doing a really fun off-water activity? If yes , then participation in the USPS Geodetic Marker Recovery Program may be just the thing for you! The USPS Triangle and Civic Service Activities USPS Cooperative Charting / Geodetic Programs The Cooperative Charting Program (Nautical) and the Geodetic Marker Recovery Program (Land Based) are administered by the USPS Cooperative Charting Committee. USPS Cooperative Charting / Geodetic Program An agreement first executed between USPS and NOAA in 1963 The USPS Geodetic Program is a separate program from Nautical and was/is not part of the former Cooperative Charting agreement with NOAA. What are Geodetic Survey Markers? Geodetic markers are highly accurate surveying reference points established on the surface of the earth by local, state, and national agencies – mainly by the National Geodetic Survey (NGS). NGS maintains a database of all markers meeting certain criteria. Common Synonyms Mark for “Survey Marker” Marker Marker Station Note: the words “Geodetic”, Benchmark* “Survey” or Station “Geodetic Survey” Station Mark may precede each synonym.