This document covers GNSS SARPs (Standards and Recommended Practices) and specifications. It defines key terms like accuracy, integrity, continuity, availability and discusses ICAO requirements. It also provides specifications for GPS, GLONASS and SBAS systems, including details on space/time references, frequencies, modulations, power levels and other RF characteristics. The goal is to explain ICAO standards for GNSS and specifications of existing satellite navigation systems to trainees.
The document discusses user position computation from GPS and differential GPS (DGPS). It covers how a GPS receiver determines position and time from satellite signals, including pseudo-range navigation. It also explains geometric dilution of precision (GDOP) and how it impacts positioning accuracy. For DGPS, it describes how a reference station generates corrections and how they can be applied in real-time or post-processed to improve accuracy at a rover receiver. The key elements and sources of DGPS corrections are also summarized.
GPS uses 24 satellites in MEO orbit to provide positioning services to users. The GPS system consists of three segments - space, control, and user. The space segment comprises the GPS satellites. The control segment consists of monitoring and control stations that track satellites and upload navigation data. The user segment contains GPS receivers that use satellite signals and navigation messages to determine location. Each satellite continuously broadcasts navigation messages containing ephemeris, clock, and almanac data. The messages are structured in frames, subframes, and pages to efficiently transmit necessary information to users.
#2 gnss errors,its sources & mitigation techniquesMohammedHusain20
This document discusses GNSS errors, their sources, and mitigation techniques. It describes various unintentional errors from satellite clocks, orbits, and the ionosphere and troposphere. Receiver errors and multipath errors are also discussed. Intentional interference can come from jamming or spoofing. Real-time and post-processing techniques can be used to mitigate errors, such as using ground station corrections or processing with base station data. The goal is to understand error sources and how to apply models or corrections to improve GNSS positioning accuracy.
GPS signals contain information to identify each satellite, the satellite's location, timing details, and navigation data. Signals are modulated using phase-shift keying onto two carrier frequencies, L1 and L2. The C/A code and encrypted P-code are modulated onto L1, while only the P-code is modulated onto L2. Digital signal processing techniques like filtering, frequency translation, correlation and cross-correlation are used in GPS receivers to acquire and track satellite signals. Anti-spoofing of the P-code led to techniques like squaring, code-aided squaring, cross-correlation and Z-tracking to still allow civilian use of the encrypted signal.
The document discusses the structure and characteristics of GPS signals. It covers topics like signal requirements, encoding methods, modulation techniques, and digital signal processing. Key points:
- GPS signals are transmitted from satellites on two carrier frequencies (L1 and L2) which are modulated by pseudo-random codes and navigation data.
- The signals use phase modulation to encode information in the carrier phase. Receivers use correlation and filtering techniques to recover the codes, data, and carrier signals.
- After the introduction of anti-spoofing in 1994, various methods like squaring, cross-correlation and Z-tracking were developed to still allow civilian use of the encrypted P-code signal.
The document discusses GPS receivers and positioning methods. It provides details on:
- How GPS receivers obtain data from at least 4 satellites to determine position through measuring pseudo-ranges or carrier phase.
- Modern receivers can track all visible satellites simultaneously through multiple channels.
- Basic positioning involves measuring distances to 3 satellites, but using 4 eliminates clock bias errors.
- Carrier phase measurements provide more accurate positioning needed for engineering surveys.
This document discusses PHINS for DP applications. It begins with an introduction to inertial navigation systems (INS) and their components like gyroscopes and accelerometers. It then discusses how integrating a PHINS with dynamic positioning (DP) systems, called a DP-PHINS, can improve underwater acoustic positioning performances for DP. Specifically, a DP-PHINS can enhance raw USBL positioning through data fusion algorithms and provide continuous high-quality positioning even during GPS outages. Field tests showed a DP-PHINS improved USBL accuracy by 2-3 times and LUSBL accuracy up to 16 times. The DP-PHINS also allows vessels to maintain station keeping for over 10 minutes during a complete GPS failure through inertial navigation
The document discusses the integration of inertial navigation systems (INS) and global positioning systems (GPS) to improve navigation accuracy, especially in urban areas. It outlines the history and different architectures for INS-GPS integration, and describes a research study that implemented tight coupling using a Kalman filter to post-process data from a low-cost INS and differential GPS during field tests in Nottingham, finding substantial accuracy improvements from the smoothing algorithm. The conclusions determined that integrated GPS and low-cost INS systems can meet performance needs for applications like surveying where satellite availability is restricted.
The document discusses user position computation from GPS and differential GPS (DGPS). It covers how a GPS receiver determines position and time from satellite signals, including pseudo-range navigation. It also explains geometric dilution of precision (GDOP) and how it impacts positioning accuracy. For DGPS, it describes how a reference station generates corrections and how they can be applied in real-time or post-processed to improve accuracy at a rover receiver. The key elements and sources of DGPS corrections are also summarized.
GPS uses 24 satellites in MEO orbit to provide positioning services to users. The GPS system consists of three segments - space, control, and user. The space segment comprises the GPS satellites. The control segment consists of monitoring and control stations that track satellites and upload navigation data. The user segment contains GPS receivers that use satellite signals and navigation messages to determine location. Each satellite continuously broadcasts navigation messages containing ephemeris, clock, and almanac data. The messages are structured in frames, subframes, and pages to efficiently transmit necessary information to users.
#2 gnss errors,its sources & mitigation techniquesMohammedHusain20
This document discusses GNSS errors, their sources, and mitigation techniques. It describes various unintentional errors from satellite clocks, orbits, and the ionosphere and troposphere. Receiver errors and multipath errors are also discussed. Intentional interference can come from jamming or spoofing. Real-time and post-processing techniques can be used to mitigate errors, such as using ground station corrections or processing with base station data. The goal is to understand error sources and how to apply models or corrections to improve GNSS positioning accuracy.
GPS signals contain information to identify each satellite, the satellite's location, timing details, and navigation data. Signals are modulated using phase-shift keying onto two carrier frequencies, L1 and L2. The C/A code and encrypted P-code are modulated onto L1, while only the P-code is modulated onto L2. Digital signal processing techniques like filtering, frequency translation, correlation and cross-correlation are used in GPS receivers to acquire and track satellite signals. Anti-spoofing of the P-code led to techniques like squaring, code-aided squaring, cross-correlation and Z-tracking to still allow civilian use of the encrypted signal.
The document discusses the structure and characteristics of GPS signals. It covers topics like signal requirements, encoding methods, modulation techniques, and digital signal processing. Key points:
- GPS signals are transmitted from satellites on two carrier frequencies (L1 and L2) which are modulated by pseudo-random codes and navigation data.
- The signals use phase modulation to encode information in the carrier phase. Receivers use correlation and filtering techniques to recover the codes, data, and carrier signals.
- After the introduction of anti-spoofing in 1994, various methods like squaring, cross-correlation and Z-tracking were developed to still allow civilian use of the encrypted P-code signal.
The document discusses GPS receivers and positioning methods. It provides details on:
- How GPS receivers obtain data from at least 4 satellites to determine position through measuring pseudo-ranges or carrier phase.
- Modern receivers can track all visible satellites simultaneously through multiple channels.
- Basic positioning involves measuring distances to 3 satellites, but using 4 eliminates clock bias errors.
- Carrier phase measurements provide more accurate positioning needed for engineering surveys.
This document discusses PHINS for DP applications. It begins with an introduction to inertial navigation systems (INS) and their components like gyroscopes and accelerometers. It then discusses how integrating a PHINS with dynamic positioning (DP) systems, called a DP-PHINS, can improve underwater acoustic positioning performances for DP. Specifically, a DP-PHINS can enhance raw USBL positioning through data fusion algorithms and provide continuous high-quality positioning even during GPS outages. Field tests showed a DP-PHINS improved USBL accuracy by 2-3 times and LUSBL accuracy up to 16 times. The DP-PHINS also allows vessels to maintain station keeping for over 10 minutes during a complete GPS failure through inertial navigation
The document discusses the integration of inertial navigation systems (INS) and global positioning systems (GPS) to improve navigation accuracy, especially in urban areas. It outlines the history and different architectures for INS-GPS integration, and describes a research study that implemented tight coupling using a Kalman filter to post-process data from a low-cost INS and differential GPS during field tests in Nottingham, finding substantial accuracy improvements from the smoothing algorithm. The conclusions determined that integrated GPS and low-cost INS systems can meet performance needs for applications like surveying where satellite availability is restricted.
The document discusses VERIPOS' PPP-AR positioning service which provides centimeter-level global positioning using GNSS networks. PPP-AR offers faster initialization and reinitialization than traditional PPP, providing RTK-like accuracy globally. It works by estimating additional bias parameters to resolve carrier phase ambiguities. VERIPOS upgraded its infrastructure to support PPP-AR, including new reference stations and servers. PPP-AR demonstrates rapid reconvergence from signal outages, bridging gaps within seconds, making it suitable for applications where GNSS signals may be interrupted.
This document discusses methods for improving the convergence time of Precise Point Positioning (PPP) calculations using real-time kinematic (RTK) techniques. It shows that adding atmospheric data from reference stations to the PPP calculation, in a method called PPP-RTK, can reduce convergence time by over 90% compared to standard PPP with integer ambiguity resolution (IAR). However, differences in receiver biases must be accounted for when interpolating atmospheric data between stations. The document evaluates PPP-RTK performance using networks of reference stations and rovers in France, finding convergence times of 10 minutes using a single reference station and 30 minutes using all available stations.
DP-PHINS is an inertial navigation system that enhances underwater acoustic positioning for dynamic positioning applications. It fuses data from multiple sensors, including USBL, DVL, and acoustic beacons, to provide continuous high-quality positioning even during sensor outages or in deep water where individual sensors are less accurate. By combining data from multiple acoustic positioning references, it can reject outliers and noise to improve accuracy beyond what a single sensor could achieve. DP-PHINS is particularly effective when augmented with long baseline positioning using acoustic beacon ranges, as it can take advantage of the greater precision of range measurements compared to angle-only positioning. This provides positioning accuracy up to 15 times better than standard USBL alone.
This document provides a cluster acceptance report for the MP-NHWY-0487 cluster. It includes sections on site information, configuration parameters, coverage plots, quality metrics, throughput statistics and distributions. Key KPIs like throughput, SINR and overlapping servers are within targets. The analysis section does not identify any areas of concern.
1) Researchers at JPL developed a compact digital radar receiver to be used in a Ka-band radar interferometer for ice surface topography mapping.
2) The receiver is designed to be flexible and compact to meet the needs of a 16-element digital beamforming system while also being adaptable to other applications.
3) It can sample RF inputs up to 3.3 GHz at 10 bits and extract data via a front-panel interface, with components selected for potential spaceborne use.
This document outlines performance standards adopted by the International Maritime Organization for Automatic Radar Plotting Aids (ARPAs). It establishes standards for ARPAs' detection, acquisition, tracking, display, operational warnings, data requirements, trial maneuvers, accuracy, connections with other equipment, performance tests, and sea and ground stabilization capabilities. The standards are intended to improve collision avoidance at sea by reducing observer workload and providing continuous, accurate situation evaluation.
Optimizing precision final approach through gbasIrfan iftekhar
Ground-based augmentation systems (GBAS) provide localized precision GPS corrections to aircraft, enabling precision approaches. GBAS has benefits over instrument landing systems like supporting more runways with one system. GBAS also allows for flexible siting, steadier guidance, and less frequent inspections. While GBAS can increase efficiency and capacity, limitations remain such as the need for aircraft and ground infrastructure to support its full capabilities. Airports are working to certify GBAS for low-visibility operations and eventually replace ILS.
The document summarizes the Level 1 processing pipeline (L1PP) used to process data from the Soil Moisture and Ocean Salinity (SMOS) mission. The L1PP takes raw instrument data and produces calibrated brightness temperature images at three levels - L1a, L1b, and L1c. Key algorithms described include calibration steps, removal of interference sources like sun and moon, image reconstruction, and geolocation. Validation results showed the L1PP algorithms could produce images with well-defined coastlines and improved radio frequency interference mitigation.
Abstract IRNSS Architecture and Applicationsvishnu murthy
The document summarizes the Indian Regional Navigational Satellite System (IRNSS) architecture and applications. IRNSS is a regional navigation satellite system developed by ISRO to provide positioning services over India and surrounding areas. It consists of 7 satellites in geostationary and geosynchronous orbits. The system architecture includes space, ground, and user segments. The space segment comprises 7 satellites carrying navigation payloads. The ground segment controls the satellites and includes stations for monitoring and ranging. IRNSS will provide positioning services to civilian and authorized users through signals in the L5 and S bands.
This document provides information about an upcoming training course on advanced synthetic aperture radar (SAR) processing being offered by the Applied Technology Institute (ATI). The 2-day course will be held on May 6-7, 2009 in Chantilly, Virginia and will be instructed by Bart Huxtable. It will cover topics such as SAR review origins, basic and advanced SAR processing techniques, interferometric SAR, spotlight mode SAR, and polarimetric SAR. The course outline and schedule are provided along with instructor biographies and registration information. Additionally, the document advertises ATI's ability to provide on-site customized training courses.
A Precision Flight Test Application of a Differential Global Positioning Syst...Mark Hardesty
This document summarizes the development and use of a Differential Global Positioning System (DGPS) by McDonnell Douglas Helicopter Systems (MDHS) for precision flight testing. Key points:
1) MDHS integrated a DGPS system consisting of a reference station and rovers to provide real-time, highly accurate 3D position data of aircraft during flight tests. This allowed precise manual control and evaluation of flight profiles.
2) The first operational use was certifying the MD 900 Explorer helicopter under the FAR 36-H noise certification procedure. Over 25% of approaches previously met specifications using prior systems.
3) The DGPS provided position updates every 0.2 seconds with low latency,
The document provides information about conducting a Single Cell Functional Test (SCFT) procedure. It outlines the objectives of the SCFT, which are to understand how to perform the test and understand the workflow management system. It describes who should attend the training, including field engineers, drive test engineers, and area managers. The agenda covers topics like the SCFT process, preparations required, the drive test, using the testing tools, and important notes.
This document provides definitions for GPS terminology from 0 through Z. It includes concise 1-3 sentence explanations of terms like 1 PPS, 2D, 3D, accuracy, acquisition time, almanac, ambiguity, antenna, bandwidth, binary phase shift key modulation, carrier, and more. The definitions are presented alphabetically to serve as a reference for people seeking to understand GPS concepts and language.
This document discusses synthetic aperture radar (SAR) and its use in remote sensing applications. SAR uses signal processing to simulate a large physical antenna on an airborne or spaceborne platform. As the platform moves, SAR collects and combines radar return signals to generate high-resolution imagery of the terrain below. Key aspects of SAR discussed include cross-range resolution, sequential generation of the synthetic antenna aperture, and phase correction to focus the SAR image. Applications mentioned include military reconnaissance, oceanography, geology, surveillance, and environmental monitoring.
This document describes an experimental observation comparing the capabilities of ARPA radar and AIS systems used in vessel traffic services (VTS). Two ARPA radars and two AIS units were installed at a building near the Keelung VTS center to monitor ship movements. Information from the ARPA radars including position, course, and speed was photographed every 6 minutes, while AIS data was continuously received and stored in a database. The data was analyzed to compare which information - from ARPA radars or AIS - was more accurate and useful for VTS monitoring purposes.
Developmental Test & Evaluation of Helicopters Using a Precision Differential...Mark Hardesty
The document discusses McDonnell Douglas Helicopter Systems' development and use of a precision differential global positioning system (DGPS) for helicopter flight testing. DGPS uses a reference station and mobile receivers to provide real-time position updates with sub-3 centimeter accuracy at over 4 Hz. MDHS has used DGPS as a flight director for complex approach profiles and to archive flight test data. Challenges include selecting appropriate radio frequencies for differential corrections and standardizing correction log formats between manufacturers.
ARPA (Automatic Radar Plotting Aid) is a marine radar system that can automatically track objects and calculate their course, speed, closest point of approach, and time to closest approach to assess collision risk. It processes radar data more quickly than conventional radar. The ARPA is connected to the radar and extracts data to display tracked target vectors and collision assessment information directly on the radar display. It can track up to 20 targets and provides readouts and alarms of key tracking data to alert the user to potentially threatening targets.
The document summarizes research on improving GPS energy efficiency through cloud offloading. It describes how continuously running GPS drains battery life quickly. The proposed CO-GPS solution splits GPS sensing between a device that collects short bursts of GPS data and a cloud server that processes the data offline using ephemeris from web services. This allows devices to achieve location fixes with only milliseconds of GPS on time instead of continuous minutes. The paper presents the CO-GPS design, implementation challenges addressed, evaluation of its accuracy and energy savings compared to standalone GPS, and conclusions.
Design and First Results of an UAV-Borne L-Band Radiometer for Multiple Monit...Angelo State University
This document describes the design and initial results of an L-band radiometer mounted on an unmanned aerial vehicle (UAV) for soil moisture monitoring. The radiometer measures antenna temperature with 1.27K resolution. Software processes the raw data, applying calibration and georeferencing to produce soil moisture maps. Initial field tests show the system can distinguish between soil, water and sun glint reflections. The UAV system provides flexibility and high resolution for applications like precision agriculture compared to spaceborne radiometers.
This document provides an overview of Global Navigation Satellite Systems (GNSS) and their use in aviation. It describes the need for GNSS due to limitations of existing ground-based navigation systems. The key components of GNSS include satellite constellations, aircraft receivers, augmentation systems, and integrity monitoring. Augmentation systems like Aircraft-Based Augmentation System (ABAS), Satellite-Based Augmentation System (SBAS), and Ground-Based Augmentation System (GBAS) are used to enhance GNSS accuracy, integrity, availability and continuity for aviation applications. GNSS enables more efficient flight paths and procedures but also faces challenges around availability, interference and database accuracy.
The document discusses Global Navigation Satellite Systems (GNSS) and their use in aviation. It explains that GNSS, including GPS and GLONASS, provide position and time information globally but require augmentation to meet precision approach requirements. Augmentation techniques like SBAS can enhance accuracy, integrity, availability, and continuity to satisfy aviation performance standards. The core satellite systems alone are not sufficient and require augmentation to be useful for different phases of flight like approach.
The document discusses VERIPOS' PPP-AR positioning service which provides centimeter-level global positioning using GNSS networks. PPP-AR offers faster initialization and reinitialization than traditional PPP, providing RTK-like accuracy globally. It works by estimating additional bias parameters to resolve carrier phase ambiguities. VERIPOS upgraded its infrastructure to support PPP-AR, including new reference stations and servers. PPP-AR demonstrates rapid reconvergence from signal outages, bridging gaps within seconds, making it suitable for applications where GNSS signals may be interrupted.
This document discusses methods for improving the convergence time of Precise Point Positioning (PPP) calculations using real-time kinematic (RTK) techniques. It shows that adding atmospheric data from reference stations to the PPP calculation, in a method called PPP-RTK, can reduce convergence time by over 90% compared to standard PPP with integer ambiguity resolution (IAR). However, differences in receiver biases must be accounted for when interpolating atmospheric data between stations. The document evaluates PPP-RTK performance using networks of reference stations and rovers in France, finding convergence times of 10 minutes using a single reference station and 30 minutes using all available stations.
DP-PHINS is an inertial navigation system that enhances underwater acoustic positioning for dynamic positioning applications. It fuses data from multiple sensors, including USBL, DVL, and acoustic beacons, to provide continuous high-quality positioning even during sensor outages or in deep water where individual sensors are less accurate. By combining data from multiple acoustic positioning references, it can reject outliers and noise to improve accuracy beyond what a single sensor could achieve. DP-PHINS is particularly effective when augmented with long baseline positioning using acoustic beacon ranges, as it can take advantage of the greater precision of range measurements compared to angle-only positioning. This provides positioning accuracy up to 15 times better than standard USBL alone.
This document provides a cluster acceptance report for the MP-NHWY-0487 cluster. It includes sections on site information, configuration parameters, coverage plots, quality metrics, throughput statistics and distributions. Key KPIs like throughput, SINR and overlapping servers are within targets. The analysis section does not identify any areas of concern.
1) Researchers at JPL developed a compact digital radar receiver to be used in a Ka-band radar interferometer for ice surface topography mapping.
2) The receiver is designed to be flexible and compact to meet the needs of a 16-element digital beamforming system while also being adaptable to other applications.
3) It can sample RF inputs up to 3.3 GHz at 10 bits and extract data via a front-panel interface, with components selected for potential spaceborne use.
This document outlines performance standards adopted by the International Maritime Organization for Automatic Radar Plotting Aids (ARPAs). It establishes standards for ARPAs' detection, acquisition, tracking, display, operational warnings, data requirements, trial maneuvers, accuracy, connections with other equipment, performance tests, and sea and ground stabilization capabilities. The standards are intended to improve collision avoidance at sea by reducing observer workload and providing continuous, accurate situation evaluation.
Optimizing precision final approach through gbasIrfan iftekhar
Ground-based augmentation systems (GBAS) provide localized precision GPS corrections to aircraft, enabling precision approaches. GBAS has benefits over instrument landing systems like supporting more runways with one system. GBAS also allows for flexible siting, steadier guidance, and less frequent inspections. While GBAS can increase efficiency and capacity, limitations remain such as the need for aircraft and ground infrastructure to support its full capabilities. Airports are working to certify GBAS for low-visibility operations and eventually replace ILS.
The document summarizes the Level 1 processing pipeline (L1PP) used to process data from the Soil Moisture and Ocean Salinity (SMOS) mission. The L1PP takes raw instrument data and produces calibrated brightness temperature images at three levels - L1a, L1b, and L1c. Key algorithms described include calibration steps, removal of interference sources like sun and moon, image reconstruction, and geolocation. Validation results showed the L1PP algorithms could produce images with well-defined coastlines and improved radio frequency interference mitigation.
Abstract IRNSS Architecture and Applicationsvishnu murthy
The document summarizes the Indian Regional Navigational Satellite System (IRNSS) architecture and applications. IRNSS is a regional navigation satellite system developed by ISRO to provide positioning services over India and surrounding areas. It consists of 7 satellites in geostationary and geosynchronous orbits. The system architecture includes space, ground, and user segments. The space segment comprises 7 satellites carrying navigation payloads. The ground segment controls the satellites and includes stations for monitoring and ranging. IRNSS will provide positioning services to civilian and authorized users through signals in the L5 and S bands.
This document provides information about an upcoming training course on advanced synthetic aperture radar (SAR) processing being offered by the Applied Technology Institute (ATI). The 2-day course will be held on May 6-7, 2009 in Chantilly, Virginia and will be instructed by Bart Huxtable. It will cover topics such as SAR review origins, basic and advanced SAR processing techniques, interferometric SAR, spotlight mode SAR, and polarimetric SAR. The course outline and schedule are provided along with instructor biographies and registration information. Additionally, the document advertises ATI's ability to provide on-site customized training courses.
A Precision Flight Test Application of a Differential Global Positioning Syst...Mark Hardesty
This document summarizes the development and use of a Differential Global Positioning System (DGPS) by McDonnell Douglas Helicopter Systems (MDHS) for precision flight testing. Key points:
1) MDHS integrated a DGPS system consisting of a reference station and rovers to provide real-time, highly accurate 3D position data of aircraft during flight tests. This allowed precise manual control and evaluation of flight profiles.
2) The first operational use was certifying the MD 900 Explorer helicopter under the FAR 36-H noise certification procedure. Over 25% of approaches previously met specifications using prior systems.
3) The DGPS provided position updates every 0.2 seconds with low latency,
The document provides information about conducting a Single Cell Functional Test (SCFT) procedure. It outlines the objectives of the SCFT, which are to understand how to perform the test and understand the workflow management system. It describes who should attend the training, including field engineers, drive test engineers, and area managers. The agenda covers topics like the SCFT process, preparations required, the drive test, using the testing tools, and important notes.
This document provides definitions for GPS terminology from 0 through Z. It includes concise 1-3 sentence explanations of terms like 1 PPS, 2D, 3D, accuracy, acquisition time, almanac, ambiguity, antenna, bandwidth, binary phase shift key modulation, carrier, and more. The definitions are presented alphabetically to serve as a reference for people seeking to understand GPS concepts and language.
This document discusses synthetic aperture radar (SAR) and its use in remote sensing applications. SAR uses signal processing to simulate a large physical antenna on an airborne or spaceborne platform. As the platform moves, SAR collects and combines radar return signals to generate high-resolution imagery of the terrain below. Key aspects of SAR discussed include cross-range resolution, sequential generation of the synthetic antenna aperture, and phase correction to focus the SAR image. Applications mentioned include military reconnaissance, oceanography, geology, surveillance, and environmental monitoring.
This document describes an experimental observation comparing the capabilities of ARPA radar and AIS systems used in vessel traffic services (VTS). Two ARPA radars and two AIS units were installed at a building near the Keelung VTS center to monitor ship movements. Information from the ARPA radars including position, course, and speed was photographed every 6 minutes, while AIS data was continuously received and stored in a database. The data was analyzed to compare which information - from ARPA radars or AIS - was more accurate and useful for VTS monitoring purposes.
Developmental Test & Evaluation of Helicopters Using a Precision Differential...Mark Hardesty
The document discusses McDonnell Douglas Helicopter Systems' development and use of a precision differential global positioning system (DGPS) for helicopter flight testing. DGPS uses a reference station and mobile receivers to provide real-time position updates with sub-3 centimeter accuracy at over 4 Hz. MDHS has used DGPS as a flight director for complex approach profiles and to archive flight test data. Challenges include selecting appropriate radio frequencies for differential corrections and standardizing correction log formats between manufacturers.
ARPA (Automatic Radar Plotting Aid) is a marine radar system that can automatically track objects and calculate their course, speed, closest point of approach, and time to closest approach to assess collision risk. It processes radar data more quickly than conventional radar. The ARPA is connected to the radar and extracts data to display tracked target vectors and collision assessment information directly on the radar display. It can track up to 20 targets and provides readouts and alarms of key tracking data to alert the user to potentially threatening targets.
The document summarizes research on improving GPS energy efficiency through cloud offloading. It describes how continuously running GPS drains battery life quickly. The proposed CO-GPS solution splits GPS sensing between a device that collects short bursts of GPS data and a cloud server that processes the data offline using ephemeris from web services. This allows devices to achieve location fixes with only milliseconds of GPS on time instead of continuous minutes. The paper presents the CO-GPS design, implementation challenges addressed, evaluation of its accuracy and energy savings compared to standalone GPS, and conclusions.
Design and First Results of an UAV-Borne L-Band Radiometer for Multiple Monit...Angelo State University
This document describes the design and initial results of an L-band radiometer mounted on an unmanned aerial vehicle (UAV) for soil moisture monitoring. The radiometer measures antenna temperature with 1.27K resolution. Software processes the raw data, applying calibration and georeferencing to produce soil moisture maps. Initial field tests show the system can distinguish between soil, water and sun glint reflections. The UAV system provides flexibility and high resolution for applications like precision agriculture compared to spaceborne radiometers.
This document provides an overview of Global Navigation Satellite Systems (GNSS) and their use in aviation. It describes the need for GNSS due to limitations of existing ground-based navigation systems. The key components of GNSS include satellite constellations, aircraft receivers, augmentation systems, and integrity monitoring. Augmentation systems like Aircraft-Based Augmentation System (ABAS), Satellite-Based Augmentation System (SBAS), and Ground-Based Augmentation System (GBAS) are used to enhance GNSS accuracy, integrity, availability and continuity for aviation applications. GNSS enables more efficient flight paths and procedures but also faces challenges around availability, interference and database accuracy.
The document discusses Global Navigation Satellite Systems (GNSS) and their use in aviation. It explains that GNSS, including GPS and GLONASS, provide position and time information globally but require augmentation to meet precision approach requirements. Augmentation techniques like SBAS can enhance accuracy, integrity, availability, and continuity to satisfy aviation performance standards. The core satellite systems alone are not sufficient and require augmentation to be useful for different phases of flight like approach.
The Global Positioning System (GPS) is a space-based radio-navigation system consisting of a constellation of satellites and a network of ground stations used for monitoring and control.
Minimum of 24 GPS satellites orbit the earth of which at least 5 are observable by a user anywhere on earth.
Minimum of 4 satellites is necessary to establish an accurate three-dimensional position.
This document provides an overview of global positioning systems and flight management systems used in aircraft. It defines key terms and describes the components and functions of GPS, WAAS, INS, barometric altimeters, and how they integrate with an aircraft's flight management system. It explains how GPS and WAAS provide lateral and vertical navigation guidance for different types of instrument approaches, including LNAV, LNAV+V, LNAV/VNAV, LP, and LPV approaches. It also covers requirements, limitations, and safety aspects of using GPS and WAAS for navigation.
This document discusses achieving centimeter-level accuracy with UAVs using RTK (real-time kinematic) technology. It provides examples of projects using the senseFly eBee RTK drone that achieved accuracy of 2-3 centimeters for orthomosaics and digital surface models without ground control points. The integrated RTK system allows centimeter-level geotagging of images and corrections via a base station, enabling high-accuracy mapping in both accessible and inaccessible areas.
SUBSIDENCE MONITORING USING THE GLOBAL POSITIONING SYSTEM(GPS)maneeb
GPS uses signals from satellites to determine position on Earth. It consists of 3 segments - space (satellites), control (monitoring satellites), and user (receivers). Receivers use trilateration of signals from 4 satellites to calculate 3D position and time. Precise positioning GPS and kinematic RTK are used to monitor subsidence by repeatedly measuring points on the ground surface. Factors like number of satellites visible and differential corrections impact accuracy.
This document summarizes research on positioning accuracy for cooperative intelligent transport systems. It discusses how GPS alone cannot satisfy the high-accuracy positioning needs of safety-critical applications in certain environments. New positioning algorithms are being developed that integrate GPS with other sensors and vehicle-to-vehicle communication using DSRC. Current research includes developing techniques for collaborative positioning based on radio range, range-rates, and non-radio ranges. Evaluation of collaborative positioning datasets shows improvements over standalone GPS/INS of up to 60% in positioning accuracy. Future work aims to improve DSRC observations and integration algorithms while incorporating additional sensors.
This document summarizes the assessment of navigation infrastructure to support area navigation (RNAV). It discusses the requirements for RNAV performance and the suitable ground-based and space-based infrastructure needed to meet those requirements. It also reviews the current navigation infrastructure, including VOR, DME, NDB and GPS, and assesses issues with coverage, performance, costs and potential outages. It outlines the target navigation strategy and infrastructure evolution by 2015, focusing on multisensor options and rationalizing ground infrastructure while developing space-based systems like GPS and Galileo.
The document provides an introduction to area navigation (RNAV) systems. It outlines the history of RNAV, beginning in the 1970s with 2D RNAV using VOR/DME positioning. Modern RNAV utilizes GPS and inertial reference units. The key components of an RNAV system include sensors to determine the aircraft's position, an RNAV computer to calculate guidance to follow a desired path based on navigation data, and displays and controls for pilots. Proper integration and redundancy of positioning sensors is important for accuracy and integrity. Standards like ARINC 424 are used to code routes and procedures into RNAV systems.
AREA NAVIGATION (RNAV) System Description.docxCyprianObota
This document provides an overview of RNAV and FMS systems, including how they determine aircraft position, update logic, sensors used, and navigation database contents and production process. The key points are:
1) RNAV refers to the navigation component of a flight management system (FMS). FMSs integrate multiple sensors like GPS, DME, VOR, and IRS to determine position.
2) The FMS continuously predicts the aircraft's position and validates it against sensor updates like GPS, DME/DME, or VOR/DME. If radio updates are unavailable, it reverts to inertial navigation from the IRS.
3) Navigation databases containing waypoints, procedures, and
This document provides information on GPS, DGPS, and GNSS survey methodologies and specifications. It discusses:
1) The components and operation of GPS including space segment, control segment, and user segment.
2) Factors that influence GPS accuracy from non-differential to sub-centimeter levels using techniques like DGPS.
3) Details on DGPS, RTK, and network RTK systems and their capability to provide sub-meter to sub-centimeter accuracy.
4) Recommendations for survey specifications in India to achieve accuracy levels of 3 mm to 1 cm using techniques like static GNSS, RTK, network RTK, and SBAS corrections.
In Service Monitoring and Assurance at ITSF 2014 ADVA
1) Synchronization assurance is important for mobile backhaul networks to ensure synchronization quality as network conditions can affect timing.
2) In-service monitoring tools are needed to continuously monitor synchronization sources and the network to detect errors early, as using lab equipment for each location is too expensive.
3) Examples of in-service monitoring include monitoring a slave clock against GNSS while it is available, then against the secondary source; and monitoring boundary clocks and the network connecting synchronization sources.
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The document outlines 17 performance standards that GPS receiver equipment installed on ships must meet in order to be compliant. The standards require the equipment to:
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2. Topics to be Covered/Objectives
GNSS SARPS
Definitions
Introductions
Accuracy, Integrity, continuity and
Availability
ICAO Requirements
GNSS Specifications
Definitions
Space and Time reference
GPS elements Specification
GPS RF characteristics
GLONASS RF characteristics
SBAS RF characteristics
D2-S1 2
3. At the end of this session, trainee will be able to:
Explain ICAO standard and Recommend Practices about
GNSS.
Explain specifications of existing GPS and SBAS.
3D2-S1
5. GNSS SARPs
Definitions
•A single digital bit of the output of a pseudo-random bit sequence.
Chip
• A class of unique codes used by GPS, which exhibit bounded cross-correlation and off-peak auto-
correlation values
Gold Code
•A set of techniques for denying the full accuracy and selecting the level of positioning, velocity and
time accuracy of GPS available to users
Selective Availability
•Bi-binary is known as “Manchester Encoding/Differential Manchester Encoding”. Using this system,
it is the transition of the edge that determines the bit. Bi-binary is known as “Manchester
Encoding/Differential Manchester Encoding”. Using this system, it is the transition of the edge that
determines the bit.
Bi-binary
GNSS SARPs
Definitions
D2-S1 5
6. Introduction
GNSS SARPs
• Defined in the Performance-based Navigation (PBN) Manual (Doc 9613)
for a single aircraft and for the total system which includes the signal-in-
space, the airborne equipment and the ability of the aircraft to fly the
desired trajectory
Navigation System Performance Requirements
• Two types of approach and landing operations with vertical guidance
(APV), APV-I and APV-II, use vertical guidance relative to a glide path,
but the facility or navigation system may not satisfy all of the
requirements associated with precision approach. These operations
combine the lateral performance equal to that of an ILS Category I
localizer with different levels of vertical guidance
APV-I/APV-II
D2-S1 6
7. Navigational System Performance Parameters
Accuracy
GNSS position error is the difference between the estimated position and the actual position.
For an estimated position at a specific location, the probability should be at least 95 per cent that the position
error is within the accuracy requirement.
However, GNSS errors change over time unlike VOR and ILS.
The orbiting of satellites and the error characteristics of GNSS result in position errors that can change over a
period of hours.
In addition, the accuracy itself (the error bound with 95 per cent probability) changes due to different satellite
geometries.
Since it is not possible to continually measure system accuracy, the implementation of GNSS demands
increased reliance on analysis and characterization of errors.
D2-S1 7
8. Integrity
Integrity is a measure of the trust that can be placed in the correctness of the
information supplied by the total system.
Integrity includes the ability of a system to provide timely and valid warnings to the
user (alerts) when the system must not be used for the intended operation (or phase of
flight).
To ensure that the position error is acceptable, an alert limit is defined that represents
the largest position error allowable for a safe operation.
The integrity requirement of the navigation system for a single aircraft to support en-
route, terminal, initial approach, non-precision approach and departure is assumed to
be 1 – 1 × 10–5per hour.
Navigational System Performance Parameters
D2-S1 8
9. Continuity of Service :
It is the capability of the system to perform its function without
unscheduled interruptions during the intended operation.
1.Enroute Operations
2.Continuity of service relates to the capability of
the navigation system to provide a navigation
output with the specified accuracy and integrity
throughout the intended operation assuming that
it was available at the start of the operation.
3.The occurrence of navigation system alerts,
either due to rare fault-free performance or to
failures, constitute continuity failures.
4.Since the durations of these operations are
variable, the continuity requirement is specified as
a probability on a per-hour basis.
5.The navigation system continuity requirement for
a single aircraft is 1 – 1 × 10–4 per hour. However,
for satellite based systems, the signal-in-space may
serve a large number of aircraft over a large area
Approach and Landing Operations
1)For approach and landing operations, continuity
of service relates to the capability of the navigation
system to provide a navigation output with the
specified accuracy and integrity during the
approach and landing, given that it was available at
the start of the operation.
2)In this case, the continuity requirement is stated
as a probability for a short exposure time.
3)For GNSS-based APV and Category I approaches,
missed approach is considered a normal operation.
4)Since it occurs whenever the aircraft descends to
the decision altitude for the approach and the pilot
is unable to continue with visual reference.
Navigational System Performance Parameters
D2-S1 9
10. Availability
Characterized by the portion of time the system is to be used for navigation.
When establishing the availability requirements for GNSS, the desired level of service to be
supported should be considered.
Where GNSS availability is low, it is still possible to use the satellite navigation service by
restricting the navigation operating times to those periods when it is predicted to be available.
Specific availability requirements for an area should be based on following for Approach and En-
route
Approach En-route
Traffic density and complexity Traffic density and complexity
Procedures for filing and conducting an approach to
an alternate airport
Alternate navigation aids
Navigation system to be used for an alternate
airport
Primary/secondary surveillance coverage
Air traffic and pilot procedures Air traffic and pilot procedures
Duration of outages Duration of outages
Geographic extent of outages
Navigational System Performance Parameters
D2-S1 10
11. ICAO Signal-in-Space Performance Requirements
Annex 10 — Aeronautical Communications (Volume I)
Typical operation
Accuracy
horizontal
95%
Accuracy
vertical
95%
Integrity
Time-
to-alert
Continuity Availability
En-route
3.7 km
(2.0 NM)
N/A
1 – 1 × 10–7/h
5
5 min
1 – 1 × 10–4/h
to 1 – 1 × 10–8/h
0.99 to
0.99999
En-route, Terminal
0.74 km
(0.4 NM)
N/A
1 – 1 × 10–7/h
5
15 s
1 – 1 × 10–4/h
to 1 – 1 × 10–8/h
0.99 to
0.99999
Initial approach,
Intermediate approach,
Non-precision approach(NPA),
Departure
220 m
(720 ft)
N/A
1 – 1 × 10–7/h
5
10 s
1 – 1 × 10-4/h
to 1 – 1 × 10–8/h
0.99 to
0.99999
Approach operations with vertical
guidance
(APV-I)
16.0 m
(52 ft)
20 m
(66 ft)
1 – 2 × 10–7
in any
approach
10 s
1 – 8 × 10–6
per 15 s
0.99 to
0.99999
Approach operations with vertical
guidance
(APV-II)
16.0 m
(52 ft)
8.0 m
(26 ft)
1 – 2 × 10–7
in any
approach
6 s
1 – 8 × 10–6
per 15 s
0.99 to
0.99999
Category I precision approach
16.0 m
(52 ft)
6.0 m to
4.0 m
(20 ft to
13 ft)
1 – 2 × 10–7
in any
approach
6 s
1 – 8 × 10–6
per 15 s
0.99 to
0.99999
D2-S1 11
12. ICAO Specified Alert limits
Typical operation Horizontal alert limit Vertical alert limit
En-route (oceanic/continental low density)
7.4 km (4 NM) N/A
En-route (continental)
3.7 km (2 NM) N/A
En-route, Terminal
1.85 km (1 NM) N/A
NPA
556 m (0.3 NM) N/A
APV-I
40 m(130 ft) 50 m(164 ft)
APV- II
40 m (130 ft) 20.0 m (66 ft)
Category I precision approach
40 m (130 ft) 35.0 m to 10.0 m (115 ft to 33 ft)
D2-S1 12
14. GNSS SARPs
Definitions
The difference between the true position and the position determined by the GNSS
receiver.
GNSS position error
The specified level of positioning, velocity and timing accuracy that is available to any
global positioning system (GPS) user on a continuous, worldwide basis.
Standard positioning service (SPS)
The maximum allowable time elapsed from the onset of the navigation system being out
of tolerance until the equipment enunciates the alert.
Time-to-alert
Channel of standard accuracy (CSA)
GNSS SARPs
Definitions
The specified level of positioning, velocity and timing accuracy that is available toany
GLONASS user on a continuous, worldwide basis.
Channel of standard accuracy (CSA)
D2-S1 14
15. Space and Time Reference
Space Reference
• The position information provided by the GNSS to the
user shall be expressed in terms of the World Geodetic
System — 1984 (WGS-84) geodetic reference datum.
• Note 1— SARPs for WGS-84 are contained in Annex 4,
Chapter 2, Annex 11, Chapter 2, Annex 14, Volumes I
and II, Chapter 2 and Annex 15, Chapter 3.
• Note 2— If GNSS elements using other than WGS-84
coordinates are employed, appropriate conversion
parameters are to be applied.
Time Reference
• The time data provided by the GNSS to the user shall be
expressed in a time scale that takes the Universal Time
Coordinated (UTC) as reference.
D2-S1 15
16. GPS Elements Specifications
Space and control segment accuracy
1) Time transfer accuracy
2) Range domain accuracy
Availability
Reliability
Coverage: The GPS SPS shall cover the
surface of earth up to an altitude of
3000kms.
Radio frequency characteristics
GPS Satellites Navigation
Information
Satellite time of transmission
Satellite position
Satellite health
Satellite clock correction
Propagation delay effects
GPS Specifications and Satellite Navigation Information
D2-S1 16
17. Parameters Specifications
Carrier frequency 1575.42 MHz(GPS L1) using CDMA
Signal spectrum & BW ±12 MHz band centered on the L1 frequency
Signal power level Each GPS satellite shall broadcast SPS navigation signals with
sufficient power at an elevation angle of 5 degrees fm –
158.5 dBW to –153 dBW .
Minimum elevation angle 5 degrees
Polarization RHCP(clock wise)
Modulation. L1 BPSK modulated with PRN,1.023 MHz Coarse Acquisition
(C/A )code. The C/A code sequence shall be repeated each
millisecond. The transmitted PRN code sequence shall be the
Modulo-2 Addition of a 50 bit navigation message with and
C/A code.
Coordinate system WGS 84
GPS RF Characteristics
D2-S1 17
18. GLONASS RF Characteristics
Parameters Specifications
Carrier frequency 1.6 GHz(GLONASS L1) using FDMA
Signal spectrum
& BW
±5.75 MHz band centered on each GLONASS frequency
Signal power level Each GPS satellite shall broadcast SPS navigation signals with
sufficient power at an elevation angle of 5 degrees fm –161
dBW to –155 dBW .
Minimum elevation angle 5 degrees
Polarization RHCP(clock wise)
Modulation. BPSK
Modulo-2 addition of the following three
binary signals:
a) ranging code transmitted at 511 kbits/s;
b) navigation message transmitted at 50 bits/s; and
c) 100 Hz auxiliary meander sequence.
Coordinate PZ-90
GT
D2-S1 18
19. SBAS RF characteristics
Parameters Specifications
Carrier frequency 1 575.42 MHz(GPS L1) using CDMA
Signal spectrum & BW ±12 MHz band centered on the L1 frequency
Signal power level Each SBAS satellite shall broadcast navigation signals with
sufficient power at an elevation angle of 5 degrees from –
161 dBW to –153 dBW .
Minimum elevation angle 5 degrees
Polarization RHCP(clock wise)
Modulation. The transmitted sequence shall be the Modulo-2 Addition of
the navigation message at a rate of 500 symbols/sec and C/A
code. It shall then be BPSK modulated onto the L1 carrier at a
rate of 1.023 Mps
SBAS Network time Difference between SNT and GPS time shall not exceed 50
nanoseconds
D2-S1 19