Overview of GNSS Navigation Sources, Augmentation Systems, and Applications
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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. -
Instrument Standard Operating Procedures
INSTRUMENT STANDARD OPERATING PROCEDURES INTRODUCTION PRE-FLIGHT ACTIONS BASIC INSTRUMENT MANEUVERS UNUSUAL ATTITUDE RECOVERY HOLDING PROCEDURES INSTRUMENT APPROACH PROCEDURES APPENDIX TABLE OF CONTENTS INTRODUCTION AND THEORY .......................................................................................................... 1 PRE-FLIGHT ACTIONS ........................................................................................................................ 3 IMC WEATHER ................................................................................................................................... 3 PRE-FLIGHT INSTRUMENT CHECKS ......................................................................................... 3 BASIC INSTRUMENT MANEUVERS ................................................................................................... 6 STRAIGHT AND LEVEL FLIGHT (SLF) ......................................................................................... 6 CHANGES OF AIRSPEEDS .......................................................................................................... 8 CONSTANT AIRSPEED CLIMBS AND DESCENTS ..................................................................... 9 CONSTANT RATE CLIMBS AND DESCENTS ............................................................................ 10 TIMED TURNS TO MAGNETIC COMPASS HEADINGS ............................................................ 12 MAGNETIC COMPASS TURNS ................................................................................................. -
Performance Improvement Methods for Terrain Database Integrity
PERFORMANCE IMPROVEMENT METHODS FOR TERRAIN DATABASE INTEGRITY MONITORS AND TERRAIN REFERENCED NAVIGATION A thesis presented to the Faculty of the Fritz J. and Dolores H. Russ College of Engineering and Technology of Ohio University In partial fulfillment of the requirements for the degree Master of Science Ananth Kalyan Vadlamani March 2004 This thesis entitled PERFORMANCE IMPROVEMENT METHODS FOR TERRAIN DATABASE INTEGRITY MONITORS AND TERRAIN REFERENCED NAVIGATION BY ANANTH KALYAN VADLAMANI has been approved for the School of Electrical Engineering and Computer Science and the Russ College of Engineering and Technology by Maarten Uijt de Haag Assistant Professor of Electrical Engineering and Computer Science R. Dennis Irwin Dean, Russ College of Engineering and Technology VADLAMANI, ANANTH K. M.S. March 2004. Electrical Engineering and Computer Science Performance Improvement Methods for Terrain Database Integrity Monitors and Terrain Referenced Navigation (115pp.) Director of Thesis: Maarten Uijt de Haag Terrain database integrity monitors and terrain-referenced navigation systems are based on performing a comparison between stored terrain elevations with data from airborne sensors like radar altimeters, inertial measurement units, GPS receivers etc. This thesis introduces the concept of a spatial terrain database integrity monitor and discusses methods to improve its performance. Furthermore, this thesis discusses an improvement of the terrain-referenced aircraft position estimation for aircraft navigation using only the information from downward-looking sensors and terrain databases, and not the information from the inertial measurement unit. Vertical and horizontal failures of the terrain database are characterized. Time and frequency domain techniques such as the Kalman filter, the autocorrelation function and spectral estimation are designed to evaluate the performance of the proposed integrity monitor and position estimator performance using flight test data from Eagle/Vail, CO, Juneau, AK, Asheville, NC and Albany, OH. -
Location Corrections Through Differential Networks (LOCD-IN)
Location Corrections through Differential Networks (LOCD-IN) A thesis presented to the faculty of the Russ College of Engineering and Technology of Ohio University In partial fulfillment of the requirements for the degree Master of Science Russell V. Gilabert December 2018 © 2018 Russell V. Gilabert. All Rights Reserved. 2 This thesis titled Location Corrections through Differential Networks (LOCD-IN) by RUSSELL V. GILABERT has been approved for the School of Electrical Engineering and Computer Science and the Russ College of Engineering and Technology by Maarten Uijt de Haag Edmund K. Cheng Professor of Electrical Engineering and Computer Science Dennis Irwin Dean, Russ College of Engineering and Technology 3 ABSTRACT GILABERT, RUSSELL V., M.S., December 2018, Electrical Engineering Location Corrections through Differential Networks (LOCD-IN) Director of Thesis: Maarten Uijt de Haag Many mobile devices (phones, tablets, smartwatches, etc.) have incorporated embedded GNSS receivers into their designs allowing for wide-spread on-demand positioning. These receivers are typically less capable than dedicated receivers and can have an error of 8-20m. However, future application, such as UAS package delivery, will require higher accuracy positioning. Recently, the raw GPS measurements from these receivers have been made accessible to developers on select mobile devices. This allows GPS augmentation techniques usually reserved for expensive precision-grade receivers to be applied to these low cost embedded receivers. This thesis will explore the effects of various GPS augmentation techniques on these receivers. 4 ACKNOWLEDGMENTS I would like to thank my academic advisor, Maarten Uijt de Haag, for providing guidance and opportunities in both my academic and professional careers. -
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. -
And Dual-Frequency GPS and GLONASS Observations on Point Accuracy Under Forest Canopies
Effects of Differential Single- and Dual-Frequency GPS and GLONASS Observations on Point Accuracy under Forest Canopies Erlk Naesset Deckert and Bolstad (1996) and Sigrist et al. (1999) reported A 20-channel, dual-frequency receiver observing dual-fie- accuracies of approximately 3.1 to 4.4 m and 1.8 to 2.5 m for the quency pseudorange and carrier phase of both GPS and average position of 500 and 480 repeated measurements of indi- GLONASS was used to determine the positional accuracy of 29 vidual points under tree canopies, respectively, based on differ- points under tree canopies. The mean positional accuracy ential pseudorange. Nsesset (1999)found that, even under tree based on differential postprocessing of GPS+GLONASS single- canopies, carrier phase observations represent valuable addi- frequency observations ranged from 0.16 m to 1.I 6 m for 2.5 tional information as compared to traditional pseudorange min to 20 min of observation at points with basal area ranging acquisition. By using both single-frequency pseudorange and from <20 m2/ha to 230 m2/ha. The mean positional accuracy carrier phase observations in an adjustment with coordinates of differential postprocessing of dual-frequency GPS+GLONASS and carrier phase ambiguities as unknown parameters (float observations ranged from 0.08 m to 1.35 m. Using the dual- solution), an accuracy of 0.8 m was reported for two 12-chan- frequency carrier phase as main observable and fixing the nel receivers based on 30 min of observation. The correspond- initial integer phase ambiguities, i.e., a fixed solution, gave ing accuracy using pseudorange only was 1.2 to 1.9 m. -
14.15 ICG Session 3 Pablo Haro V1
The Use of Satellite Navigation in Aviation: Towards a Multi-Constellation and Multi-Frequency GNSS Scenario ICG Experts Meeting: GNSS Services Session 3 – Applications of GNSS Pablo Haro UNOOSA, Vienna, 15 th December 2015 Table of contents The Use of Satellite Navigation in Aviation: Towards a Multi-Constellation and Multi-Frequency (MCMF) GNSS Scenario o Satellite navigation systems in aviation GNSS as a Communications, Navigation and Surveillance (CNS) element An IFR flight profile MCMF avionics – GNSS sensors a Multi-Constellation a Multi-Constellation and Multi-Frequency GNSS Scenari Challenges raised by MCMF GNSS Mitigation of GNSS vulnerabilities in aviation Evolution of the air navigation infrastructure The Use of Satellite Navigation Aviation:in Towards ISCSMI-154751-1LL 1 15.12.2015 Satellite navigation systems in aviation (I) Cumulative core revenue (%) - 2013-2023 o a Multi-Constellation a Multi-Constellation and Multi-Frequency GNSS Scenari Note: core revenues refer to the value of only GNSS chipsets in a device. The Use of Satellite Navigation Aviation:in Towards ISCSMI-154751-1LL 2 Source: GNSS Market Report, GSA, Issue 4, March 2015 15.12.2015 Satellite navigation systems in aviation (II) GNSS Concept GNSS components in aviation and ICAO standards. o GNSS constellations GPS, Galileo, GLONASS and COMPASSBeiDou ABAS a Multi-Constellation a Multi-Constellation and Multi-Frequency GNSS Scenari (Aircraft Based Augmentation System) RAIM and Inertial systems SBAS (Satellite Based Augmentation System) GBAS (Ground Based -
Overview of the BDS III Signals
2018/11/17 13th Stanford PNT Symposium Overview of the BDS III Signals Mingquan Lu Tsinghua University November 8, 2018 Outline 1. Introduction The Three-step Development Plan A Brief History of BDS Development The Evolution of BDS Signals Current Status 2. Brief Description of BDS III 3. New Signals of BDS III 4. Conclusion 1 2018/11/17 The Three-step Development Plan BDS program began in the 1990s. In order to overcome various difficulties, China formulated the following three- step development plan for BDS, from active to passive, from regional to global. BDS I BDS II BDS III Experimental System Regional System Global System 2000 IOC, 2003 FOC 2010 IOC, 2012 FOC 2018 IOC, 2020 FOC 3GEO 5GEO+5IGSO+4MEO 3GEO+3IGSO+24MEO Regional Coverage Regional Coverage Global Coverage RDSS Service RDSS/RNSS Service RDSS/RNSS/SBAS Service 3 The Three-step Development Plan Step 3 (BDS III) Start the development of Step 2 (BDS II) the BDS Global System (BDS III) in 2013 to Start the development of achieve global passive Step 1 (BDS I) the BDS Regional System PNT capability by (BDS II, also known as approximately 2020. Start the development of BD-II in earlier times) in the BDS Experimental 2004 to achieve regional System (BDS I, also passive PNT capability by known as BD-I in earlier 2012. times) in 1994 to achieve regional active PNT capability by 2000. 4 2 2018/11/17 A Brief History of BDS Development The Early Active System BDS I——BDS Experimental System BDS I BDS I was established in 2000 as the first Experimental System generation of China’s navigation satellite system. -
An Overview of Global Positioning System (GPS)
Technical Article February 2012 | page 1 An Overview of Global Positioning System (GPS) The Global Positioning System (GPS) is a satellite–based radio–navigation system. GPS provides reliable positioning, navigation, and timing services to users on a continuous worldwide basis. The satellite system was built by the United States, but its services are freely available to everyone on the planet. For anyone with a GPS receiver, the system provides location and time. GPS provides accurate location and time information for an unlimited number of people in all weather, day or night, anywhere in the world. The GPS is made up of three parts: satellites orbiting the Earth; control and monitoring stations on Earth; and the GPS receivers (either stand–alone devices or integrated sub–systems) operated by users. GPS satellites broadcast continuous signals which are picked up and identified by GPS receivers. Each GPS receiver then provides three–dimensional location information (latitude, longitude, and altitude), plus the current time. Equipped with a GPS receiver, any user can accurately locate where they are and easily navigate to where they want to go, whether walking, driving, flying, or boating. GPS has become an important part of transportation systems worldwide, providing navigation for aviation, ground, and maritime operations. Disaster relief and emergency service agencies depend upon GPS for location and timing capabilities in their life–saving missions. Everyday activities such as banking, mobile phone operations, and even the control of power grids, are facilitated by the accurate timing provided by GPS. Farmers, surveyors, geologists and countless others perform their work more efficiently, safely, economically, and accurately using the free and open GPS signals. -
Chapter: 4. Approaches
Chapter 4 Approaches Introduction This chapter discusses general planning and conduct of instrument approaches by pilots operating under Title 14 of the Code of Federal Regulations (14 CFR) Parts 91,121, 125, and 135. The operations specifications (OpSpecs), standard operating procedures (SOPs), and any other FAA- approved documents for each commercial operator are the final authorities for individual authorizations and limitations as they relate to instrument approaches. While coverage of the various authorizations and approach limitations for all operators is beyond the scope of this chapter, an attempt is made to give examples from generic manuals where it is appropriate. 4-1 Approach Planning within the framework of each specific air carrier’s OpSpecs, or Part 91. Depending on speed of the aircraft, availability of weather information, and the complexity of the approach procedure Weather Considerations or special terrain avoidance procedures for the airport of intended landing, the in-flight planning phase of an Weather conditions at the field of intended landing dictate instrument approach can begin as far as 100-200 NM from whether flight crews need to plan for an instrument the destination. Some of the approach planning should approach and, in many cases, determine which approaches be accomplished during preflight. In general, there are can be used, or if an approach can even be attempted. The five steps that most operators incorporate into their flight gathering of weather information should be one of the first standards manuals for the in-flight planning phase of an steps taken during the approach-planning phase. Although instrument approach: there are many possible types of weather information, the primary concerns for approach decision-making are • Gathering weather information, field conditions, windspeed, wind direction, ceiling, visibility, altimeter and Notices to Airmen (NOTAMs) for the airport of setting, temperature, and field conditions. -
Differential Global Positioning System Navigation Using High-Frequency Ground Wave Transmissions
J. R. VETTER AND W. A. SELLERS TEST AND EVALUATION Differential Global Positioning System Navigation Using High-Frequency Ground Wave Transmissions Jerome R. Vetter and William A. Sellers Since 1992, the Strategic Systems Department of the Applied Physics Laboratory has been investigating the use of high-frequency (HF) ground wave transmissions in the upper HF band for sea-based communications. This effort has examined the optimization of shipboard antennas for two-way communications with ground stations. This article describes early tests using differential Global Positioning System navi- gation for investigating the accuracy of determining a ship’s position from a base station using HF ground wave transmissions. (Keywords: Differential GPS, HF signal transmissions, Kalman filtering, Navigation.) INTRODUCTION In late 1990, the U.S. Coast Guard undertook a reference and remote stations into the system was comprehensive data link study to determine which RF costly. Although the system could provide broadcasts broadcast systems could be used to support differential beyond LOS, it was affected by poor performance due Global Positioning System (DGPS) correction trans- to propagation variations in spite of a predicted 700- missions over the continental United States (CO- km sky wave mode range. NUS) and to determine which radio systems were The purpose of APL’s early high-frequency ground appropriate for a given operating area. The broadcast wave (HFGW) experiments at sea was to improve constraints for the system design had to meet accura- two-way voice and data communications between cies of ±3 m at data rates of 100 bits/s with data submerged submarines and surface ships; previous latencies of less than 4 s. -
Lpv Approach Operations for the Airline
THE BENEFITS OF LPV APPROACH OPERATIONS FOR THE AIRLINE OPERATOR. TABLE OF CONTENTS 2 Introduction 3 Terminology, Acronyms and Overview 6 What is the Value of LPV to Airlines Today? 8 LPV Approach and Flight Saftey 10 LPV Approach Availability on Honeywell-Equipped Airline Transport Aircraft 11 Abbreviations and Acronyms The Benefits of LPV Approach Operations for the Airline Operator 1 INTRODUCTION 1 There has been much discussion about the deployment of the Satellite Based Augmentation Systems (SBAS) and the new Instrument Approach Procedures that they enable termed the Localizer Performance with Vertical Guidance (LPV) approaches. As of the writing of this document, the FAA has published more than 3500 LPV procedures around North America with its system, called WAAS (Wide Area Augmentation System)1 and the European EGNOS system is online with APV SBAS approaches being published at an increasing rate across Europe2. The value proposition of SBAS for airline operations though is slightly different than that for business jet and general aviation operators. The purpose of this paper is to outline the unique benefits of LPV approach procedures for Airlines as the capability becomes available on airline transport aircraft worldwide. First however a brief overview of terminology and acronyms is provided. 1. For latest information on LPV approaches available in North America, refer to the following link: http://www.faa.gov/about/office_org/ headquarters_offices/ato/service_units/ techops/navservices/gnss/approaches/index. cfm 2. For latest information on APV/SBAS approach availability in Europe via an interactive LPV Map, refer to this website (requires registration): http:// egnos-user-support.essp-sas.eu/new_egnos_ ops/ The Benefits of LPV Approach Operations for the Airline Operator: Introduction 2 TERMINOLOGY, ACRONYMS AND OVERVIEW 2 Most readers will be familiar with the concept of navigation using a Global Navigation Satellite System (GNSS) through their experiences with automobile or personal navigation systems.