Category: Survey

  • Launchpad: Cyber attack prevention, autonomous vans

    A roundup of recent products in the GNSS and inertial positioning industry from the August 2018 issue of  GPS World magazine.

    OEM

    IP Solution

    With multi-constellation GNSS for internet of things (IOT) devices

    The Dragonfly NB2 is a highly integrated and modular IP (internet protocol) solution optimized for Cat-NB2 (3GPP Release 14 eNB-IoT) that can seamlessly be incorporated into chips and modules by the multitude of companies looking to address the large and fast-growing cellular IoT space. GNSS hardware package. For customers developing NB-IoT products that also require GNSS capabilities, Ceva-Dragonfly NB2 includes a new power-optimized GNSS hardware package, with GNSS RF receiver and multi-constellation digital front-end. The GNSS package speeds up both acquisition and tracking tasks by up to 8 times compared to Ceva-Dragonfly NB1, enabling a host of popular NB-IoT use cases, including people, livestock and asset tracking and geofencing.

    CEVA, ceva-dsp.com

    Time clock system

    Provides timing accuracy and stability when GNSS signal is lost

    Photo: Oscilloquartz
    Photo: Oscilloquartz

    Oscilloquartz has launched its enhanced primary reference time clock (ePRTC) system to enable a high level of timing accuracy and stability, even when the GNSS signal is lost. The system provides a timing source for mission-critical transport systems, such as utility networks, government infrastructure and radio access networks, and provides the strict synchronization needed for LTE-A and 5G applications. Featuring the OSA 3230B ePRC atomic cesium clock connected to an Oscilloquartz clock combiner and grandmaster, the new solution offers the extremely stable frequency of a cesium clock with the UTC-traceable signal provided by GNSS. When combined with the OSA 5430, the OSA ePRTC system provides full hardware redundancy and multiple fan-out options including PTP over 10 Gbit/s.

    Oscilloquartz, oscilloquartz.com

    Antenna receiver modules

    compatible with GPS, GLONASS, Beidou and Galileo

    Photo: Telit
    Photo: Telit

    The SE878Kx-A series of GPS and GNSS integrated antenna receiver modules offer high performance, maximum reliability and low power consumption for consumer and business applications. The SE878K3-A and SE878K7-A are compatible with GPS, GLONASS, Beidou and Galileo and also enable device vendors to develop quickly and cost-effectively location-based IoT solutions for use in virtually any country worldwide. The SE878Kx-A series supports dual internal-external antennas to ensure connectivity when one is broken or compromised, along with a SAW filter to maximize jamming immunity. The modules are designed for mission-critical applications and other use cases where reliability is key, such as alarms, stolen cars or high-end asset tracking. The series also provides seamless integration with Telit’s cellular modules, including eCall/ERA-GLONASS compliant solutions.

    Telit, telit.com

    IoT Board

    Has Built-in GNSS Receiver

    The Spresence main board by Sony. (Image: Sony)
    The Spresence main board by Sony. (Image: Sony)

    The Spresence main and extension boards are designed for internet of things (IoT) applications. The main board uses a multi-CPU structure equipped with Sony’s GNSS receiver (GPS+GLONASS) and high-resolution audio codec. A variety of systems for applications such as drones and other IoT devices can be built by combining the boards and developing the relevant applications. The boards’ software and hardware is available via open platform, allowing for a wide range of developmental possibilities. The main board can be used to control a drone using GPS positioning and a high-performance processor, voice-controlled smart speakers and low-power consumption sensing cameras. It also can be combined with sensors for use in systems that detect errors in production lines on the factory floor.

    Sony Corporation, sony.net

    SURVEY & MAPPING

    Field controller

    Designed for geopositioning, construction and mapping

    Photo: Topcon
    Photo: Topcon

    The T-18 handheld controller has a 3.7-inch sunlight-readable display, a 1-GHz processor and 1 GB of internal storage. For field data collection using Topcon’s MAGNET software, the T-18 offers a durable ergonomic solution with fast processing, excellent connectivity and a long (10-hour) battery life. It has a 3.5G cellular modem for connectivity with Topcon MAGNET solutions for sending and receiving data to the cloud company account. The modem also can be used for real-time kinematic (RTK) correction services. Other features include Bluetooth and an IP65 rating for dust and water protection in demanding job-site conditions.

    Topcon Positioning Group, global.topcon.com

    Android application

    Created for SXblue receivers

    Image: SXblue
    Image: SXblue

    The SXblue ToolBox is an Android application for SXblue GNSS receivers, enabling users to view and analyze the position data and metadata related to its location. The user can send commands that enable or disable some features, including systems in use, mask angle or differential angle, and constellation in use, including GPS, GLONASS, Galileo, BeiDou and SBAS. The SXblue ToolBox is also an NTRIP client capable of connecting to a NTRIP server for real-time kinematic (RTK) corrections, allowing the receiver to issue very accurate location information. The application can record, save and transfer raw data from the GNSS receiver, allowing post-processing on computers for surveying and geomatics professionals.The toolbox has been developed with special consideration for modern mobile devices and attention to user and dealer feedback. It includes a series of configurable audible and visual alarms for determining the thresholds of the information provided by the SXblue GNSS receiver.

    SXblue, sxbluegps.com

    Laser scanner

    Creates 3D models in the field

    Leica RTC360 laser scanner. (Photo: Hexagon)
    Leica RTC360 laser scanner. (Photo: Hexagon)

    The Leica RTC360 laser scanner is equipped with edge computing technology to enable fast and accurate creation of 3D models in the field. It combines high-performance laser scanning, edge computing and mobile app technologies to preregister captured scans quickly and accurately. With the push of a button, two million points per second of high dynamic range imagery can be captured to create a full-dome scan in under two minutes. It features a visual inertial system that automatically tracks movements between setup positions. The scans captured can be combined and preregistered on a mobile device, where they can be viewed and augmented with information tags.

    Hexagon, hexagon.com

    Indoor software

    Location technology allows users to see rooms, gates and offices

    Screenshot: Esri
    Screenshot: Esri

    ArcGIS Indoors is designed to enable interactive indoor mapping of corporate facilities, retail and commercial locations, airports, hospitals, event venues, universities and more. The solution applies the latest location technology to allow users to see and share where assets, rooms, departure gates and offices are located. It uses data streams, real-time processing and location intelligence tools to help businesses and other organizations understand how to better coordinate space and other resources with their facilities and campuses. Insights from sensor networks deliver real-time information to managers and executives through interactive dashboards, while visitors and employees can find useful information about the buildings they occupy. The solution also allows users to quickly access and explore critical business information, such as the location and status of fire extinguishers and their last inspection dates.

    Esri, esri.com

    TRANSPORTATION

    Automotive-grade inertial sensor

    Meets demands for continuous, accurate vehicle location

    The ASM330LHH module. (Photo: STMicroelectronics)
    The ASM330LHH module. (Photo: STMicroelectronics)

    The automotive-grade ASM330LHH six-axis inertial sensor is designed for super-high-resolution motion tracking in advanced vehicle navigation and telematics applications. It lets advanced dead-reckoning algorithms calculate precise position from sensor data if satellite signals are blocked, such as in urban canyons, tunnels, covered roadways, parking garages or dense forests. Its advanced, low-noise, temperature-stable design enables dependable telematics services such as e-tolling, tele-diagnostics and e-Call assistance. Precision inertial data in six axes also meets the needs of advanced automated-driving systems. Automotive component manufacturer Magneti Marelli has selected the ASM330LHH for advanced telematics systems, to be fitted as original equipment by global automotive groups in upcoming vehicle ranges.

    STMicroelectronics, st.com

    Traffic alerts app

    Near real-time data for smarter cities

    Esri and Waze smart cities partnership grows. (Image: Esri)
    Esri and Waze smart cities partnership grows. (Image: Esri)

    The free crowdsourced traffic and navigation app Waze is now fully supported by ArcGIS Online, where its live feed of mapped traffic alerts and other information, such as accidents, congestion and street damage, can be used in applications in minutes. Waze Live Alerts, available in ArcGIS Marketplace, is free to members of the Waze Connected Citizens Program. The program, a two-way sharing of publicly available traffic and road condition information, offers governments a stream of data, constantly updated in real time. This enables personnel to make data-driven infrastructure decisions and improves the efficiency of incident response.
    Traffic engineers can use the data to analyze problems on the road and create targeted solutions.

    Waze, waze.com; Esri, esri.com

    Connected car software

    Open-source platform for autonomous delivery and other iot

    The AGL platform provides Mercedes-Benz Vans with the ability to create autonomous delivery robots. (Image: Daimler)
    The AGL platform provides Mercedes-Benz Vans with the ability to create autonomous delivery robots. (Image: Daimler)

    Automotive Grade Linux (AGL) is a collaborative cross-industry effort to develop an open platform for the connected car. Mercedes-Benz vans are using AGL as a foundation for a new onboard operating system for its commercial vehicles. The Mercedes-Benz “adVANce” initiative focuses on connectivity and internet of things (IoT) applications, innovative hardware solutions, new on-demand mobility and rental concepts, and fleet management solutions. The AGL platform provides Mercedes-Benz Vans with the flexibility to rapidly create tailored solutions for customers, including adding and connecting any kind of IoT component to the vehicle, such as sensors, automation controls and actuators. The new AGL-based operating system will debut on various Mercedes-Benz Vans prototype projects later this year.

    Linux Foundation, linuxfoundation.org; Mercedes-Benz, daimler.com

    Vehicle security

    Protects against ransomware

    Image: iStock/hanibaram
    Image: iStock/hanibaram

    eCyber is an integrated hardware-software product that protects vehicles against ransomware and other cyber-attacks. It can be installed in a vehicle by authorized parties, such as vehicle importers and fleet managers, in the aftermarket stage after the vehicle has left the factory, as well as by the OEM itself during manufacture. eCyber, a combined hardware and software solution in a compact box, is installed between the vehicle’s external communications device and the vehicle’s CAN (Controller Area Network) bus. It provides a secure gateway for outside communications to the CAN bus, allowing only communications with predefined parameters and values to go through. It blocks any unrecognized communications to and from the CAN bus, so no malicious digital communications can disrupt vehicle function.

    ERM Advanced Telematics, ermtelematics.com

    UAV

    Aerial camera

    With fast medium-format imaging sensor

    Photo: GPS World
    Photo: GPS World

    Engineered for UAV-imaging missions, the iXM 100MP is a high-productivity metric camera with a range of high-resolution lenses. It is ready for integration with various UAV platforms, including Phase One’s DJI Matrice 600 Pro. The camera incorporates a medium-format sensor with backside-illumination technology, enabling high light sensitivity and extended dynamic range. Phase One also offers four new RSM lenses — with focal lengths ranging from 35mm to 150mm — to fit the new sensor’s 3.76 μm pixel size and 33 x 44 mm frame size. The lenses are available with either fixed-focus or motorized-focus functionality. The fixed-focus 35mm and 80mm lenses are especially suitable for surveying applications.

    Phase One Industrial, industrial.phaseone.com

    Authorization platform

    For quick approval of flights over controlled airspace

    Screenshot: Skyward
    Screenshot: Skyward

    Commercial drone operators in California and Hawaii — as well as a few areas in Nevada, Utah and Arizona — can get quickly authorized to fly in controlled airspace using the LAANC (Low Altitude Airspace Notification Capability) platform. Skyward is an FAA-approved airspace vendor. With Skyward, pilots with a Part 107 license can get permission to fly in regulated airspace in seconds compared to manual authorizations that can take months. This makes it significantly easier for businesses of all sizes, particularly in the construction and warehousing industries, to manage a fleet of drones to access valuable, cost-saving data. Skyward’s LAANC expansion includes airspace in the busy metro areas of Los Angeles, the Bay Area, San Diego, Las Vegas and more than 50 smaller air markets.

    Skyward, skyward.io

  • Komatsu partners with Propeller on drone analytics for construction

    Komatsu America Corp. and Propeller Aero Inc. are partnering to boost the efficiency of construction job sites using drone-powered mapping and analytics software.

    With drones becoming an increasingly common worksite tool, Komatsu has identified aerial mapping and analytics as a key component of its Smart Construction initiative — a range of integrated hardware and software products designed to offer an end-to-end workflow for each phase of construction.

    Komatsu America Corp. spent several years testing various commercial drone mapping and analytics products in North America. In Propeller, Komatsu found a robust product suited to meet the needs of modern construction operations. Propeller expertly balances ease-of-use with survey accuracy and reliability, Komatsu said.

    Propeller’s processing machinery crunches thousands of drone images in hours, and delivers the results as a cloud-based 3D model to the user’s desktop or tablet. From there, powerful collaboration and analysis tools let users perform height, volume and slope calculations, and measure change over time to confirm that a project is on track, the companies said.

    (PRNewsfoto/Propeller Aero)
    (Image: PRNewsfoto/Propeller Aero)

    Propeller’s technology platform supports multiple coordinate systems, including local site calibrations. This allows personnel to capture up-to-date survey data expressed in the specific geospatial coordinates they already use on that job site. Local grid support is crucial for ensuring drone-captured maps and models match up with plans and previous surveys.

    “A Komatsu Smart Construction jobsite by definition is technology enhanced and production optimized,” said Jason Anetsberger, senior product manager at Komatsu America Corp. “Adding Propeller Aero as one of our key partners gives our North American distributors and customers exceptional capabilities to achieve this standard in the aerial mapping space. Propeller combines simple, yet powerful analysis tools with accurate and fast site visualization.”

    “Worksites are starting to see the real business value of accurate, up-to-date drone data,” said John Frost, vice president of business development at Propeller. “We drive that value through workflows that enable everyone to understand who’s moved what material, how much, and where. It’s all about empowering worksites with the information they need to make data-driven decisions to reduce costs, ensure quality, and use resources efficiently. Now more than ever, stakeholders on site, or in the head office miles away, can stay up-to-date with exactly what’s happening on the ground.”

    “Anyone can fly a drone — it’s what you do with the data that makes an impression,” said Chris Faulhaber, smart construction business manager at Komatsu Equipment Co. “Propeller provides fast, accurate data processing via a web platform that is unparalleled. The platform is easy to use, facilitates healthy collaboration and delivers vital information quickly — so everyone can work together better and faster than anticipated.”

  • Laser rangefinder speeds up faltering survey project

    Photo: Laser Technology
    Photo: Laser Technology

    A survey consulting firm accustomed to using drones to capture data in the field recently found that data gathering was taking too long, and after just one day, the field manager knew the project wasn’t going to meet budget.

    “Some of the areas were more congested than we originally planned, and we had to consider other tools to do it better and faster,” said Mike George of Downtown Design Services Inc. (DDSI).

    The company turned to an laser rangefinder and got the job back on track.

    To learn more about the exact processes involved in Integrating a professional measurement and mapping laser to your GIS toolbox, both saving time and enabling collection of additional attribute data attend GPS World’s free webinar on Thursday, Aug. 16: LaserGIS: Your Gateway to Collect More GIS Data in Less Time.

    George used the Laser Technology TruPulse 360 rangefinder as a first walk-around to obtain site data for the company’s drone, identifying the peak above ground level, establishing ground control points, and setting the pre-programmed grid for the flight. The laser rangefinder significantly sped up the process without sacrificing any measurement accuracy.

    “As the project went along and we started processing data,” George added, “we realized that the drone didn’t capture everything, and that some data wasn’t as high-quality as we had hoped.” Many of the smaller trees in the area were difficult for the drone camera to pick up. “We needed to know they were there. We could shoot them using the LTI laser, mark them in the field notes, and have the drafters add them in later when creating the plats for review.”

    After the drone mission, the field team used the laser to quickly survey the remaining landscape. With the appropriate heights and widths, DDSI could use the missing line routine with the built-in compass as well as the height routine to get the additional measurements they needed.

    “The laser rangefinder was a huge time-saver because some of these sites had up to 100 trees, and trying to identify some of these smaller ones from the drone imagery proved very tough.”

    The company also saved time from not having to make a second trip to each site. “You don’t know what you’re going to get until you get back to the office. It often takes four to six hours to process the drone imagery. But after processing and analyzing data for this project, we didn’t have to go back and fill in the gaps, because we knew we had what we needed.”

    After surveying only 1.5 sites on the first day, switching to a laser rangefinder brought the team up to four sites a day, and the project was completed on time and on budget. DDSI also delivered comprehensive, high-quality documentation to its client, an architectural and engineering firm.

    “When we turned our imagery over to the A&E team, they had high-resolution ortho-imagery instead of only the typical black-and-white deliverables,” George said. “The team found that invaluable.”

    Register for GPS World’s free Aug. 16 webinar, titled “LaserGIS®: Your Gateway to Collect More GIS Data in Less Time,” here.

  • NGS 2018 GPS on BMs program in support of NAPGD2022 — Part 8

    NGS 2018 GPS on BMs program in support of NAPGD2022 — Part 8

    My last two columns (NGS 2018 GPS on BMs program in support of NAPGD2022 — Part 6 and NGS 2018 GPS on BMs program in support of NAPGD2022 — Part 7) described the National Geodetic Survey’s (NGS) GPS on BMs 2018 interactive web map, and provided an update and status report on stations observed in support of the 2018 GPS on BMs Program. This column will provide another update and status report on stations observed in support of the 2018 GPS on BMs program and provide an example of how the OPUS-shared results filled in a void area in West Virginia that will benefit the development of the hybrid geoid model GEOID18. The column will also provide an example of how OPUS Shared results identified a reset station that has an invalid NAVD 88 height, and the importance of having a least two OPUS Shared results to ensure the reliability of the OPUS solutions.

    As mentioned in the last column, the GPS on BMs 2018 web page contains a link to a web map where users can determine which bench marks NGS would like users to occupy before the August 31, 2018, deadline. The box titled “2018 Web Map” depicts the map update as of July 27, 2018 (1738 priority marks completed). My last column reported that as of May 29, 2018, there were 1067 priority marks considered completed. During the past two months, 671 more priority stations have been reported completed. This is progress but this still only represents about 30 percent of the priority marks. Hopefully, this will increase dramatically during the month of August. Remember, the cut-off date for data to be included in the creation of the hybrid geoid model GEOID18 is August 31, 2018.

    2018 Web Map

    (Source: NGS website)

    Image: National Geodetic Survey Image: National Geodetic Survey

    NGS periodically provides an update on the GPS on Bench Marks Program. On July 3, 2018, NGS sent an email to everyone that shared GPS data on NGS bench marks via OPUS or registered for NGS’ February 2018 webinar about GPS on Bench Marks. The email provided an update on the GPS on Bench Marks Program (see box titled “July 3, 2018, NGS Email on GPS on BMs Update”). The map provided in the update indicated that some of the new observations may generate changes between +/- 8 cm.

    July 3, 2018, NGS Email on GPS on BMs Update

    (Source: Email from National Ocean Service, NOAA; [email protected] to Dave Zilkoski)

    Update: GPS on Bench Marks

    Over 1,420 marks completed, and two months left to improve GEOID18 accuracy in your area!

    Image: National Geodetic Survey Image: National Geodetic SurveyYour observations are making a difference! The color ramp in the map above reflects accuracy improvements in a hybrid geoid model from your recently submitted GPS observations. The improvements will be realized when NGS releases GEOID18.


    In case you missed it

    In early 2018, NGS released a list of priority bench marks where GPS data is needed to improve GEOID18, NGS’ last planned hybrid geoid model before The North American Vertical Datum of 1988 (NAVD 88) is replaced by the North American-Pacific Datum of 2022 (NAPGD2022). Data to support GEOID18 will be accepted until the end of August 2018. After that, GPS on Bench Marks (GPS on BM) efforts will expand to include other regions and will focus on data to improve future transformation tools.

    How can I help?

    Following the guidance provided on the NGS GPS on BM website, you can help by collecting static GPS data on adjusted NAVD 88 bench marks and submitting the data to NGS via OPUS Share. To improve efficiency and reduce unnecessary redundancy, we have created a GPS on Bench Marks 2018 web map to help contributors know where we have the data we need and where we still need GPS observations.

    Thank you to our contributors

    Over 1,700 observations have been submitted to date, completing the required observations for over 1,420 marks from our prioritized list. Each observation requires at least 4 hours of data collection with a survey grade GPS receiver, plus additional time for planning, travel, and data submission, so each one is a significant contribution. Visit the GPS on BM website for updates on our biggest data contributors and each state’s progress toward the goals.


    Why are you receiving this email?

    • You shared GPS data on NGS bench marks via OPUS, or
    • You registered for our February 2018 webinar about GPS on Bench Marks.

    We anticipate sending quarterly updates about these and related efforts. If you’d like to opt-out, click the “Manage Subscriptions” at the bottom of this email.

    NOAA’s National Geodetic Survey
    geodesy.noaa.gov

    NGS is tentatively planning another webinar on the GPS on Bench Marks program for August 9, 2018 (2 pm to 3 pm eastern time). NGS will provide an update on the GPS on Bench Mark program and probably will highlight potential improvements between the current hybrid geoid model GEOID12B and the latest prototype version of the future hybrid geoid model GEOID18. I would encourage everyone to sign up for the NGS webinar series.

    Source: Plot Generated Using ArcGIS

    Users can subscribe to any or all of NGS four public subscription lists — news, webinar, training, and GPS on Bench Marks — by visiting the NGS subscription services web page and submitting their email address for the type(s) of notices they want to receive. (https://www.ngs.noaa.gov/INFO/subscribe.shtml)

    As indicated in the figure provided in NGS’ July 3rd update on the GPS on Bench Marks program email, there are many areas of the country that have already benefitted from users participating in NGS’ GPS on BMs program. This column will highlight an area near Charleston, West Virginia, were users have been very active in providing OPUS Shared results. The box titled “GPS on Bench Marks near Charleston, West Virginia” depicts the marks that meet NGS’ criteria and will be involved in the development of the hybrid geoid model GEOID18. As you can see from the plot, there are several new stations that will be used in the development of the model which will help to improve the reliability of the product.

    GPS on Bench Marks near Charleston, West Virginia

    (Source: NGS Website)

    Image: National Geodetic Survey Image: National Geodetic Survey

    The box titled “An Example of OPUS Shared Stations in Charleston, West Virginia, Region” provides the stations’ PID and OPUS designation. The six OPUS Shared stations cover approximately a 50 km square area. Most of the stations are only 10 km apart. These stations will definitely help to improve the reliability of the hybrid GEOID18 model.

    An Example of OPUS Shared Stations in Charleston, West Virginia, region

    (Source: Plot Generated Using ArcGIS)

    Image: National Geodetic Survey Source: Plot Generated Using ArcGIS

    When using OPUS Shared results, users should always check to see if a station has been observed more than once. The box tilted “Differences in OPUS Shared Ellipsoid Heights in Charleston, WV, Region” lists the pairs of OPUS observations for the stations depicted in the previous plot. The column labeled “Difference in Ellipsoid Heights” provides the differences in ellipsoid heights based on the two different OPUS Shared results. All differences are less than 1.5 cm and most are less than 1.0 cm. This is indicating good repeatability to the cm level but this may not be indicating accuracy. These stations were observed one day apart but observed at about the same time of the day. They could have the same systematic errors effecting the results such as multipathing and satellite geometry. When performing the second OPUS Shared observation, users should select a different time of day to improve the chances of detecting, reducing, and/or eliminating the effects of remaining systematic errors.

    Differences in OPUS Shared Ellipsoid Heights in Charleston, West Virginia, region

    Source: National Geodetic Survey Source: National Geodetic Survey

    The box titled “Differences in OPUS-Shared GNSS-Derived Orthometric Heights Using GEOID12B and Published NAVD 88 Heights” provides the differences between the GNSS-derived orthometric heights using GEOID12B and the published NAVD 88 values. This table indicates that there is a large difference (23.4 cm) for station HX2382 (L105 Reset 1962). Since the two ellipsoid heights only differ by 1.0 cm, this is an indication that the station probably moved since it was Reset or the reset observations were performed incorrectly. Either way, this station should not be used in the development of the hybrid model or used by anyone for geodetic control.

    Differences in OPUS-Shared GNSS-Derived Orthometric Heights using GEOID12B and Published NAVD 88 Heights

    Source: National Geodetic Survey Source: National Geodetic Survey

    Since GEOID12B is a hybrid geoid model that was designed to be consistent with NAVD 88 values, I always compute differences between GNSS-derived orthometric heights using the experimental geoid model and published NAVD 88 height values. I described this process in my October 2015 column (http://stage.globalpositioningnews.com/establishing-orthometric-heights-using-gnss-part-3/). The box titled “Differences in OPUS-Shared GNSS-Derived Orthometric Heights Using xGeoid17b and Published NAVD 88 Heights” provides the differences between the GNSS-derived orthometric heights estimated using IGS08 (2005) ellipsoid heights with the xGeoid17b geoid model and published NAVD 88 heights. The values in the column labeled “GNSS-Derived Orthometric Height minus Published NAVD 88” represent an approximate difference between NAPGD2022 and NAVD 88. The box titled “OPUS-Shared GNSS-Derived Orthometric Heights Using xGeoid17b minus Published NAVD 88 Heights” provides a plot that depicts these differences.

    Differences in OPUS-Shared GNSS-Derived Orthometric Heights Using xGeoid17b and Published NAVD 88 Heights

    Source: National Geodetic Survey Source: National Geodetic Survey

     

    OPUS-Shared GNSS-Derived Orthometric Heights Using xGeoid17b minus Published NAVD 88 Heights

    (Source: Plot Generated Using ArcGIS)

    Image: National Geodetic Survey Source: Plot Generated Using ArcGIS

    Once again, it should be noted that PID HX2382 value is much different from the other values. To look for outliers, a mean difference was removed from the results. The box titled “OPUS-Shared GNSS-Derived Orthometric Heights Using xGeoid17b minus Published NAVD 88 Heights with a Mean Value Removed” makes it easier to see that station HX2382 is an outlier. The station is approximately 25 cm different from its neighboring stations that are only 10 km away. As previously mentioned, this station apparently moved since being Reset in 1962 or the reset observations were performed incorrectly. Identifying stations that have moved since the last time they have been leveled is one of the benefits of participating in the GPS on BMS program.

    OPUS-Shared GNSS-Derived Orthometric Heights Using xGeoid17b minus Published NAVD 88 Heights with a Mean Value Removed

    (Source: Plot Generated Using ArcGIS)

    Image: National Geodetic Survey Source: Plot Generated Using ArcGIS

    For completeness, both a bias and trend were removed from the differences since IGS08 (2005) GNSS-derived orthometric heights and NAVD 88 heights indicate that there’s an apparent long-wavelength trend between the two sets of values. The box titled “OPUS-Shared GNSS-Derived Orthometric Heights Using xGeoid17b minus Published NAVD 88 Heights with Bias and Trend Removed” depict the differences with a bias and trend removed. As in the other figures, PID HX2382 clearly indicates that it is an outlier relative to its neighbors. This station would be rejected by the geoid team when creating the next hybrid geoid model.

    It should be noted that except for the Reset station, all of the differences are less than 2 cm. Although, some relative differences between closely-spaced stations approach 4 cm. For example, the differences between stations HX1746 and HX2496 is -3.7 cm (-1.8 cm – 1.9 cm). The differences in ellipsoid heights from the OPUS Shared solutions are all less than 1.5 cm, even the differences between ellipsoid heights for station HX2382 is only 1 cm. This is an indication that the reset station, HX2382, does not have a valid NAVD 88 published height and should not be used as control. Surveyors that adhere to the FGCS specifications and procedures would realize that this station did not have a valid NAVD 88 height and would not use the published NAVD 88 as control in their project. For example, surveyors performing a leveling project would perform a 2- or 3- mark leveling tie and the results would indicate that the station had moved since it was last leveled.

    OPUS-Shared GNSS-Derived Orthometric Heights Using xGeoid17b minus Published NAVD 88 Heights with Bias and Trend Removed

    (Source: Plot Generated Using ArcGIS)

    Image: National Geodetic Survey Source: Plot Generated Using ArcGIS

    This type of validation procedure should also apply for OPUS users. If a user obtains one OPUS solution and proceeds to perform a survey from that station, the user does not know whether the OPUS height value is reliable or accurate. One solution does not provide any indication of reliability.


    (Source: Merriam-Webster dictionary)

    The OPUS Shared station PID SV0942 (A 25) is an example of two OPUS Shared results generating ellipsoid height values that differ by 10 cm. (See yellow highlighted section in the box titled “Differences in OPUS Shared Ellipsoid Heights for PID SV0942.”) This large difference is significant when you performing a survey where you need heights to better than 3 cm (0.1 foot). This is one reason that NGS requires two OPUS Shared solution for every mark used in the development of the hybrid geoid model.

    Differences in OPUS Shared Ellipsoid Heights for PID SV0942

    Source: National Geodetic Survey Source: National Geodetic Survey

    In the OPUS Shared solutions of PID SV0942, the latest OPUS Shared GNSS-derived orthometric heights (2018-07-14) agrees to about a cm with the published NAVD 88 height, while the 2014 Opus Shared GNSS-derived orthometric height is -11.4 cm different from the published NAVD 88 value. (See yellow highlighted section in box titled “Differences in OPUS-Shared GNSS-Derived Orthometric Heights Using GEOID12B and Published NAVD 88 Heights for PID SV0942.”)

    Differences in OPUS-Shared GNSS-Derived Orthometric Heights Using GEOID12B and Published NAVD 88 Heights for PID SV0942

    Source: National Geodetic Survey Source: National Geodetic Survey

    It should be noted that the error estimates provided in the Opus Shared output indicate the ellipsoid heights are good to about +/- 1 cm. (See highlighted section in box titled “Two OPUS Shared Solution for PID SV0942.”) Saying that, the two NAD 83 (2011) ellipsoid heights disagree with each other by 10.2 cm. I like a quote that is attributed to Mark Twain – “It ain’t what you don’t know that gets you into trouble. It’s what you know for sure that just ain’t so.” (Obtained from http://lukefostvedt.com/famous-quotes-about-statistics/). I’m not suggesting that Opus Shared solutions results are incorrect. I’m attempting to provide an example of why users need to repeat all observations and to demonstrate how error estimates can be misleading.

    “It ain’t what you don’t know that gets you into trouble.It’s what you know for sure that just ain’t so.”

    Mark Twain

    (Source: http://lukefostvedt.com/famous-quotes-about-statistics/).

     

    Two OPUS Shared Solution for PID SV0942

    (Source: NGS website)

    07/14/2018 OPUS Solution

    Image: National Geodetic Survey

    12/09/2014 OPUS Solution

    Image: National Geodetic Survey

    The number of GPS on Bench Mark stations completed as of July 27, 2018, represents about 30 percent of the total number of stations that need to be observed. As I have explained in previous columns, there are many invalid GPS on BMs stations that may be used in the next hybrid geoid model unless more bench marks with valid NAVD 88 heights are observed with GNSS. NGS will accept data for inclusion in the next hybrid geoid model, GEOID18, until the end of August 2018. After that, NGS’ GPS-on-Bench-Mark Program will expand to include other regions and will focus on data to improve NGS datum transformation tools. This column provided an update and status report on stations observed in support of the 2018 GPS on BMs program, provided an example of how the OPUS Shared results can be used to identify a station that may have moved since it was last leveled, and the importance of repeating OPUS observations. I would encourage users to register for NGS’ next webinar on the GPS on Bench Mark Program scheduled for Thursday, Aug. 9th to hear the latest status of the program.

  • QZSS satellites benefit Western Australia industries, study shows

    Curtin University researchers found the launch of new Japanese satellites has boosted satellite positioning capabilities in Western Australia (WA), offering huge potential benefits across numerous industries including mining, surveying and navigation.

    New research, published in the journal GPS Solutions, found signals from the recently launched Japanese QZSS satellites provide centimeter-level positioning accuracy, and thus significantly enhanced positioning capabilities in WA, thereby improving accuracy, reliability and availability.

    Lead researcher Professor Peter Teunissen, of Curtin’s School of Earth and Planetary Sciences, said these results will improve further when the QZSS signals are combined with those from other satellite systems such as the Indian NavIC system.

    Teunissen said the analyses done by Curtin’s GNSS Research Centre demonstrated the highly accurate centimeter-level positioning capabilities that can now be achieved.

    “Such improved positioning, accuracy and reliability would offer great benefits when applied in fields such as open-pit mining, surveying, hydrography, automated navigation, structural health monitoring, and subsidence and tectonic deformation monitoring used in the geospatial industry,” Teunissen said. “The benefits are not only restricted to positioning, but cover the whole range of satellite signal applications, including atmospheric sensing (ionosphere and troposphere) as used for climate change and space weather studies, and numerical weather prediction.”

    Teunissen said WA was in the fortunate and unique geographical position of being located beneath the flight paths of both the Japanese QZSS and the Indian NavIC regional satellite systems.

    “Using both satellite systems, QZSS and NavIC, offers huge benefits to users in Australia – and this is an opportunity to work on future developments with such technologies,” Professor Teunissen said.

    “The United States of America, for example, can’t use these signals the way we can in Australia, so this places us in a position of great advantage when it comes to the understanding, modelling and analyses of these satellite signals and their many practical applications.

    “The tracking and analyses were done using Javad GNSS receivers and Curtin’s theory of integer ambiguity resolution, which enables millimeter-level satellite ranging, and was achieved with the use of only the four currently available QZSS satellites.”

    The results bode well for the future, with the Japanese system being further developed from the current four-satellite system into a mature seven-satellite system that is expected to be operational by 2020.

    The report, “Australia-First High-Precision Positioning Results with New Japanese QZSS Regional Satellite System, is available online.

  • Cluster Averaging with ease for the surveyor

    Cluster Averaging with ease for the surveyor

    Javad GNSS, makers of the Triumph-LS Rover receiver and the Triumph-1 and -2 base units, is offering a software procedure called Cluster Averaging, which takes advantage of its six different RTK engines and the J-Field receiver firmware.

    While a typical survey point collected by RTK methods requires multiple occupations to verify the integrity of the location and elevation, Javad GNSS’ J-Field program significantly reduces survey by collecting multiple sets of survey data through each RTK engine, the company said. During the data acquisition process, the receiver automatically forces a loss of satellite lock and restart to ensure multiple sets of independent data are collected for redundancy and quality assurance.

    Four groups of surveyed points. (Image: Javad GNSS)
    Four groups of surveyed points. (Image: Javad GNSS)

    As the surveyor returns for another set of redundant data, Cluster Averaging will recognize the previous surveyed points to provide error analysis using their chosen parameters for quality assurance. The surveyor may allow the J-Field software to average all of the data points or pick and choose those needing specific verifications. Also, the surveyor can specific different precisions for varying types of data collection (for example, control points vs. topographic data).

    (Image: Javad GNSS)
    (Image: Javad GNSS)

    Point numbering and data attributes are also automated during the cluster averaging processes. Once the operator has designated both number and field code, this information is reused each time to eliminate potential conflicts.

    Reports from the J-Field program documenting the locations with multiple occupations are easy to generate and informative, Javad GNSS said. By reviewing the results of the clusters, data integrity can be decided at the time of the survey and save time by later office verification. The surveyor can confidently complete the survey task knowing proof of accurate data for the project is at his/her fingertips.

    (Image: Javad GNSS)
    (Image: Javad GNSS)

    Cluster averaging within the J-Field program simplifies the redundant task of point verification, with a user-friendly interface and report, the company added.

  • Eos, Laser Technology and Esri Introduce Laser Mapping Workflow for Esri’s Collector for ArcGIS

    Eos, Laser Technology and Esri Introduce Laser Mapping Workflow for Esri’s Collector for ArcGIS

    From left: Esri Program Manager Doug Morgenthaler, Laser Technology Sr. Product Manger Derrick Reish and Eos CTO Jean-Yves Lauture.(Photo: Eos Positioning)
    From left: Esri Program Manager Doug Morgenthaler, Laser Technology Sr. Product Manger Derrick Reish and Eos CTO Jean-Yves Lauture. (Photo: Eos Positioning)

    The three-way partnership will enable field crews to collect centimeter-accurate 3D data in GNSS-impaired environments.

    GNSS receiver maker Eos Positioning Systems has released a laser offset solution within the Esri Collector for ArcGIS workflow.

    When combined with Laser Technology Inc.’s (LTI’s) laser rangefinders, the solution will allow field crews to capture centimeter-accurate 3D locations of hard-to-reach assets and in GNSS-impaired environments.

    “By combining the high-accuracy of the Eos Arrow Series GNSS receivers and the laser capabilities of LTI, we can empower field crews to capture highly accurate XYZ coordinates from a safe distance,” LTI Senior Product Manager Derrick Reish said. “This eliminates the need for physically occupying every point. It also provides more accurate location data, with a more affordable mobile asset-management workflows.”

    The Arrow Gold. (Photo: Eos Positioning)
    The Arrow Gold. (Photo: Eos Positioning)

    The solution has been in the works for months, as demand has grown for hard-to-reach, high-accuracy mapping within the Collector workflow.

    “Eos is extremely grateful to be a part of this initial release in high-accuracy asset location data with LTI’s laser rangefinders and Esri’s Collector mobile app,” Eos CTO Jean-Yves Lauture said. “Enabling this kind of accuracy means even the most budget-conscious field crews will be able to access the location of their hard-to-reach assets.”

    All three teams have been working closely to ensure a seamless integration with Collector and ArcGIS Online. When using an LTI laser rangefinder and an Eos Arrow Series receiver with Collector, a field worker can easily shoot, capture and share high-accuracy 3D location data that is streamed into ArcGIS Online in real-time.

    Image: Eos Positioning
    Image: Eos Positioning

    The solution is expected to be particularly useful in urban corridors, highway settings, forested (or wetlands) areas, and other areas where assets are hard or dangerous to occupy. This will both increase accuracy and efficiency, as well as decrease safety liabilities in dangerous situations, the companies said.

    “Esri is extremely pleased that Collector can now support the capture of high-accuracy asset locations from afar, leveraging our unique partnership with both Eos and LTI,” Esri Product Manager Jeff Shaner said. “This is a game changer for asset management.”

    Prior to this release, field crews challenged with capturing high-accuracy 3D locations for hard-to-reach assets would need to use a total station with a different software workflow and then mesh the data back in the office, a clumsy and inefficient workflow requiring lots of additional training and expertise. With the new workflow, field crews can operate in GNSS-impaired environments at a high-accuracy level without leaving the Collector/AGOL environment, creating a highly efficient workflow.

    The solution has been designed to provide several offset-mapping methods.

    “The implementation of several measurement methods gives users the freedom of choice, so they can pick the right laser option which meets their accuracy needs,” Reish said.

    Eos will unveil its offset measurement solution for Collector at the upcoming Esri User Conference in San Diego. For a field demonstration of how the solution works, attendees can visit Eos at booth #1019 during the conference, and attend the session “LaserGIS for Everyone: How to Combat Costly and Tedious Data Collection Workflows” at 10 a.m. on Wednesday.

  • Launchpad: RTK modules, inertial sensors

    Launchpad: RTK modules, inertial sensors

    OEM

    RTK and Heading Module

    Positioning and attitude determination

    Image: Unicore
    Image: Unicore

    The UM442 can simultaneously track GPS, BDS, GLONASS and Galileo. It also supports SBAS and QZSS. It uses Uncore’s new-generation Nebulas II chip and UGypsophila real-time kinematic (RTK) algorithm. Based on high-performance data-sharing technology and the simplified operation system of the Nebulas II chip, the UGypsophila RTK algorithm dramatically optimizes matrix processing, enabling the UM442 to track more satellites and shorten the initialization time to 5 seconds.

    Unicore Communications, www.unicorecomm.com

    Inertial sensors

    Designed for dynamic inclination and positioning

    Image: Lord Sensing
    Image: Lord Sensing

    The MV5-AR inertial sensors are designed for off-highway and military vehicles, marine and mobile robot applications, and the autonomous vehicle market. The rugged, compact sensors use LORD’s fifth-generation high-performance industrial-grade solid-state six-degrees-of-freedom (6-DOF) micro-electromechanical accelerometer and gyro inertial sensor technology. Successfully deployed on ground robots and heavy machinery, applications also include autosteer and terrain compensation; dynamic incline detection (roll, pitch, rotation); vehicle stability and leveling; platform control, alignment and stabilization; operator feedback; and precision navigation. The compact and rugged reinforced housing is fully sealed for immersion and pressure wash. Each sensor is calibrated and temperature compensated.

    LORD Sensing Microstrain, microstrain.com

    BeiDou upgrade

    GNSS simulators ready for 2020

    Spirent's GSS7000 test system. (Image: Spirent)
    Spirent’s GSS7000 test system. (Image: Spirent)

    BeiDou Phase 3 signals are now available on Spirent GNSS RF constellation simulators GSS7000 and GSS9000 — existing users can obtain the software upgrade by contacting Spirent. Phase 3 of the Chinese BeiDou system will extend its coverage from Asia to the entire world, providing receiver developers and integrators with additional GNSS signals to make positioning, navigation and timing systems more accurate, and help to support new applications, such as autonomous vehicles. Customers can test their designs before the system is fully operational in 2020.

    Spirent Communications, www.spirent.com

    High-precision module

    Based on u-blox F9 technology

    Image: u-blox
    Image: u-blox

    The ZED-F9P multi-band GNSS module has integrated multi-band real-time kinematic (RTK) technology for machine control, ground robotic vehicles and high-precision unmanned aerial vehicles applications. It measures 22 x 17 x 2.4 millimeters and uses technology from the u‑blox F9 platform to deliver robust high-precision positioning performance in seconds. The ZED-F9P is a mass-market multi-band receiver that concurrently uses GNSS signals from all four GNSS constellations (GPS, GLONASS, Galileo and BeiDou). Combining GNSS signals from multiple frequency bands (L1/L2/L5) and RTK technology lets the ZED‑F9P achieve centimeter-level accuracy in seconds.

    u-blox, u-blox.com

    Chip-scale atomic clock

    Ready for space

    Image: Microsemi
    Image: Microsemi

    The SA.45s Commercial Space Chip-Scale Atomic Clock (CSAC) is a commercially available radiation-tolerant CSAC suitable for low Earth orbit (LEO) applications. The device provides the accuracy and stability of atomic clock technology while achieving significant breakthroughs in reduced size, weight and power consumption. It provides excellent drift performance and built-in 1 pulse per second (PPS) input for GPS disciplining, making the device well-suited for holdover applications. Commercial and research space applications include satellite timing and frequency control; satellite cross linking; assured position, navigation and timing; and Earth observation.

    Microsemi, microsemi.com


    SURVEY & MAPPING

    Radio modem

    For heavy-duty RTK applications

    Image: Harxon
    Image: Harxon

    The long-range, power-efficient eRadio is designed to support high-precision GNSS real-time kinematic (RTK) applications in surveying and precision agriculture. It is enabled with intelligent serial baud rate identification for different RTK devices. It can automatically identify RTK serial baud rate with a radio data cable and provide a plug-and-play form for easy connection between the eRadio and RTK. With its high transmitting power (5-35 Watts), transmission data can be up to 19200 bps/s over a connection distance of 50–80 kilometers. It can work as either a base or repeater with other Harxon radio modems in challenging environments.

    Harxon, harxon.com

    GNSS receiver

    Wireless communication with any Android or Windows terminal

    Image: SXblue/Geneq
    Image: SXblue/Geneq

    The SXblue Premier GNSS receiver is available in a submetric version (GNSS) or centimetric version (RTK). It is equipped with Pacific Crest Maxwell 6 Trimble technology with BD910 (GNSS version) and BD930 (RTK version) OEM boards, delivering 220 channels to acquire and track GNSS signals from all constellations in view. It makes effective use of GPS, GLONASS, Galileo, BeiDou, QZSS and SBAS signals for precise positioning.

    SXblue, www.sxbluegps.com

    Smart antennas

    With integrated Atlas L-band

    Image: Hemisphere GNSS
    Image: Hemisphere GNSS

    The single-frequency, multi-GNSS Vector V123 and V133 all-in-one smart antennas are multi-GNSS compass systems using GPS, GLONASS, BeiDou, Galileo and QZSS for simultaneous tracking for heading, position, heave, pitch and roll. Both support NMEA 0183 and NMEA 2000. The V123 and V133 thrive in radar/ARPA, AIS, ECDIS, side-scan survey, multi- and single-beam surveys, dredging and general navigation applications.

    Hemisphere GNSS, hemispheregnss.com


    TRANSPORTATION

    Mobile GPS tracker

    For tracking vehicles, assets and people

    Images: Trak4
    Images: Trak4

    The Trak4 provides GPS tracking with cell-trilateration fallback. Ping rates can be selected from every two minutes to once a day, with email and text alerts provided for geozone entry and exit or if the high-capacity rechargable battery is low (the battery runs up to 12 months on a single charge.) The Trak4 is designed for tracking vehicles, assets and inventory; it can also be used to track people such as the elderly. Indoor/outdoor weatherproofing allows “anywhere” mounting.

    Trak-4, trak-4.com

    Multi-GNSS antennas

    For positive train control

    Image: PCTEL
    Image: PCTEL

    PCTEL’s multi-GNSS L1/L2/L5 antennas combine aerospace-level precision with global satellite compatibility in a highly durable package. They enable critical applications including vehicular automation, 5G network timing synchronization and Positive Train Control (PTC) systems. The antennas increase the accuracy of timing and location information by providing simultaneous access to multiple GNSS signals across multiple frequency bands. The antennas support all relevant GPS, GLONASS, BeiDou and Galileo frequencies with excellent multipath mitigation and high out-of-band rejection for greater signal clarity. Their robust AAR and IP67-compliant design makes them suitable for years of use on railways and in other harsh real-world environments.

    PCTEL, pctel.com

    Off-Road GPS

    New range for walking and cycling

    Image: Ordnance Survey
    Image: Ordnance Survey

    Four new GPS handhelds are designed for off-road use, with safety in mind. All four of the OS GPS models have a built-in SIM card with access to the SeeMe subscription-based service and its safety features. With I.C.E (In Case of Emergency), users can send emergency alerts with exact coordinates to family and friends directly from the OS GPS. Live Tracking enables the user to be locatable at all times, sharing location and performance data with up to 20 friends in real time. Aventura, the most advanced navigation device, can be used in all weather conditions.

    Ordnance Survey, ordnancesurvey.co.uk

    Fleet management

    Real-time GPS fleet tracking

    Image: Zubie
    Image: Zubie

    Zubie Fleet Connect provides real-time GPS fleet tracking, driver check-in and performance reports, and vehicle health alerts. The monitoring and reporting service lets managers of fleets from 2 to 5,000 vehicles optimize business on the road. Wi-Fi connection to the cloud delivers important information about the health and performance of the vehicle, enhancing driver safety. Zubie also works with large enterprises to develop custom data flows and access driving data that can be used to analyze driving patterns, spot geographical trends in activity, or improve fleet asset management based on vehicle wear and tear.

    Zubie, zubie.com

    Multi-sensor payload

    Utility inspections with manned helicopters

    Image: Sharper Shape
    Image: Sharper Shape

    The Heliscope 2.0 provides onboard data collection with speed, efficiency and productivity improvements for the utility inspection industry. It provides a solution for operations over greater distances or in harsher environments than drones can accommodate The system integrates multiple sensor systems into a single, lightweight helicopter payload, capable of simultaneously collecting a range of data types required for utility maintenance and vegetation management inspections. Deployment enables optimized inspection and maintenance schedules, offering potential cost savings in those operational activities by as much as 50 percent. The Heliscope 2.0 has flexible mounting configurations and the ability to adapt for mounting on many different helicopter types.

    Sharper Shape, sharpershape.com


    UAV

    Survey system

    Accurate, quick aerial surveys

    Image: Aibot
    Image: Aibot

    Based on DJI’s M600 Pro platform, the Leica Aibot system is designed to rapidly and autonomously enable digitizing of critical infrastructure. It enables users to get a complete data set quickly with a user-friendly interface. Using Leica Infinity for point-cloud, digital surface model and orthophoto generation enables surveyors to process and visualize aerial data. For construction projects, Aibot provides access to critical information to perform volume calculations and monitor site progress. Users can see high-definition imagery and 3D mapping of the site and document progress. The UAV data can be combined with other survey technologies such as GPS for a more complete set of information.

    Leica Geosystems, leica-geosystems.com

    UAV antenna

    GPS L1/L2 + GLONASS G1/G2

    Image: Tallysman
    Image: Tallysman

    Two lightweight, compact antennas are designed for UAVs with a low aerodynamic profile. Antenna model TW1829 is for original equipment manufacturers (OEMs), and model TW8829 is a housed version. Accutenna technology provides high-level rejection of multipath signals, a phase linear response and tight phase-center variations. Pre-filters prevent saturation of the front-end low noise amplifier by strong near frequency and harmonic signals.

    Tallysman, www.tallysman.com

    GNSS Antenna

    Multi-GNSS, multi-frequency four-heliX UAV antenna

    Image: Hemisphere GNSS
    Image: Hemisphere GNSS

    The HA32 high-performance antenna supports GPS, GLONASS, Galileo, BeiDou and Hemisphere’s Atlas L-band correction service. It is designed for UAVs, geographic information systems (GIS), surveying, real-time kinematic (RTK) and other applications requiring high-precision positioning and navigation. The HA32 is built on a proprietary four-helix antenna technology that provides superior filtering and anti-jamming performance with features such as a low noise figure of 2.0 dB (typical) and up to 30-dB gain (typical). Suitable for most outdoor and harsh operating environments, the HA32 antenna is sealed in a durable and ruggedized IP67-rated. The lightweight (40 g, typical), compact form factor (40 x 75 mm) makes it resistant to wind when on UAVs.

    Hemisphere GNSS, hemispheregnss.com

  • The surveyor and artificial intelligence: A look ahead

    In the not-too-distant future, the following scenario may take place.

    Image: Stockvault
    Image: Stockvault

    A corporation owns an improved property in a large metropolitan city and has decided to sell it to a prospective buyer. Through a series of electronic messages and high-tech operations, the seller, buyer, their respective counsels, lending institutions and a title company are provided with documentation stating the condition of the site along with holograms and 3D digital models worthy of a science-fiction movie. In a matter of minutes, the deal is closed with monies and titles silently swapping places out in the ether.

    Behind the scenes, the surveyor is a big part of this transaction. But how will the operation of the land title survey look in the future? Like everything else, artificial intelligence (A.I.) and blockchain technology will play a substantial role in surveying. I don’t profess to be the next Carnac the Magnificent, but it could look like this…

    HOW IT ALL STARTS

    The seller contacts their corporate attorneys to begin the contractual process. Requirements for the sale include acceptable and insurable conditions of the site and a clean title policy from a title insurance company, so the latest land title survey requirements will be held for site and title review. Once the seller and buyer are committed to a sale of the subject property, a blockchain is established in a transactional database to track every step of the sale.

    Image: GSA
    Image: GSA

    The attorney will consult with “Sheldon,” an artificial intelligence system built by a leading e-commerce company and designed to assist with business-to-business commerce. Sheldon will be used to secure the services of a land surveyor for the transaction. By researching available consultants based upon the information for the parcel contained within the blockchain, Sheldon contacts firms that could meet the criteria for this part of the transaction.

    Once an appropriate firm is chosen by Sheldon, the data for the survey within the blockchain is uploaded to “Thomas,” a digital assistant designed specifically for surveyors. Thomas works with Sheldon and the blockchain to formalize an agreement, secure the necessary insurance requirements, and finalize a payment schedule for services.

    ENTER THE SURVEYOR

    Once the project is secured, Thomas creates a project file, downloads current satellite images, GIS data (including parcel, building and utility information), and recorded documents for the subject parcel. Among the information is parcel data for the project site. This data is based upon historical land surveys and converted into an accurate dataset in which most of the property and land corners are now included in the GIS database. All corners within the database have been installed or upgraded to contain an RFID chip imbedded within the top of the marker.

    Image: NOAA
    Image: NOAA

    These GIS databases also take advantage of ongoing advancements of the North American Terrestrial Reference Frame of 2022 (NATRF2022). Beyond the initial implementation, the National Geodetic Survey has incorporated additional precision gained by improved L5 satellite reception and other nations’ satellite constellations in sub-centimeter location with most survey-grade receivers. Thomas compiles all site data into a comprehensive package for submission to the surveyor.

    Because of the advancements with instrumentation and sensors in locating improvements both above and below the surface of the ground, the latest land title survey standard has moved all optional Table A items into required information to be provided on the plat. The standard also now requires a drainage analysis to be prepared to determine how the subject property relates to the adjacent parcels.

    Thomas reviews the current backlog of project managers and assigns/transmits the project to the first available team. The chosen survey project manager receives the project information and creates an Ethereum blockchain file to work with the master blockchain and begin the survey process. By creating additional survey programming working in conjunction with the project blockchain, all parties involved in the transaction can monitor progress every step of the way.

    The first responsibility of the survey PM is to work with Thomas to evaluate the existing data available for the project location. Current conditions from satellite imagery, improvement and utility information from existing governmental GIS databases, and parcel/easement information from recorded document sources are used to determine flight paths for UAVs utilizing multiple sensors, avoiding substantial obstacles. This process will also establish areas to be surveyed/verified by mobile methods where aerial data cannot be obtained.

    All available information is processed by Thomas to establish the most efficient routes and methods of data collection for the parcel through software designed to compile and review spatial datasets. This software is specifically designed to review existing information for potential conflicts in flight and on-the-ground obstacles. Once completed, a flight plan for the UAV and route plan for the autonomous mobile vehicle will be reported with missed areas identified for manual data collection.

    FIELD WORK ON STEROIDS

    When the time arrives for field work to begin, a technician is dispatched in an autonomous electric truck pre-programmed to go directly to the site. The truck is loaded with various survey-grade instruments and equipment (all GNSS equipped): vertical take-off fixed wing and multi-rotor UAVs (both with lidar, photo, hyper-spectral, and GPR sensors), an autonomous mobile ground robot (with GPR/lidar sensors), and an RFID reader for boundary location.

    The technician works with the equipment through a universal tablet computer controlling both aerial and ground data collection simultaneously, depicting the progress of the work in real time. This gives the technician time to locate the boundary points with the handheld GNSS receiver/RFID reader to verify the limits of the property.

    Once the autonomous work is finished, the technician processes the data on site, and software compares collection coverage versus the initial site review. When processing is complete, the technician will utilize a handheld GNSS receiver with lidar sensor to obtain remote areas not collected by the other methods.

    The remaining data is compiled with autonomous data and re-analyzed for overall coverage and approved by the software for completeness. Once the computer determines everything has been collected, the technician checks the complete box and leaves the site.

    OFFICE WORK AND WRAP-UP

    The final field data is uploaded to cloud servers as the technician leaves the site and the survey PM is notified by electronic message of the field task completion. Thomas, the digital surveying assistant, takes the lead and begins the final processing. The data is reviewed for completeness, parsed for any anomalies within the downloads, and compiled into one database for building a 3D model of the site.

    Photo and lidar data are compared for accuracy, utilities are verified against existing records and easements, and building characteristics are matched against governmental records for zoning code compliance.

     

    Once this analysis is complete, the final drafting takes place to create the final deliverable. While the data within the model contains attributes of each entity, labels are placed interactively throughout the site to help depict the site information. This model is also suitable for use by architects and planners to utilize in their B.I.M. design programs, so the quality in the modeling output is top notch.

    The final deliverable contains an overall report documenting site conditions, drainage characteristics and physical conditions of various entities. This report will also detail potential site encroachments, possible drainage issues, and zoning/parking red flags. Thomas will report back to the survey PM that all final checks have been made and deliverables made for submittal to the client, leaving only the final transmittal left to do.

    Once the deliverable is received by the client, Sheldon (the B2B automated assistant) recognizes the delivery and begins the process of payment to the surveyor. With standardized surveys, automated assistant/analyzation systems, and trackable processes through blockchain, the client gets a quality product at a market rate in an acceptable timeframe and the surveyor gets paid in a reasonable period.

    THEN WE ALL WOKE UP TO REALITY…

    Maybe this fictional situation for land surveyors won’t be a reality in my lifetime, but I’m not willing to bet against it. I look back at my short 30+ year career and still marvel at the technological advancements yet I acknowledge we are still turning a corner in computing power (see May’s column). I remember the introduction of laser scanners and lidar sensors as future data-collector saviors, gathering multitudes of precise and accurate data much faster than any mortal. Now we have UAVs that can soar above us with little interference and provide images and data at a reasonable cost, so technology does benefit us.

    But what about data that is automated to the point it is beyond the control of the surveyor? And what does this do to our shrinking surveying workforce?

    Some may say it is a godsend on both accounts. I personally won’t turn out a product or survey in which I don’t have a good understanding of what the data represents or how it was collected; that violates a code of ethics of practicing beyond my expertise. I also don’t think automation will eliminate our technicians, but the surveying profession will need to provide adequate training for our next generation.

    “I’M SORRY, DAVE. I’M AFRAID I CAN’T DO THAT.”

    We live in a world in which so many things are automated (Alexa, Siri and “Hey, Google”) to assist us with even the most mundane of tasks. Amazon recently introduced a store where the customer doesn’t stop at a cashier; just grab the items off the shelf and walk out. Apple introduced its latest iPhone that opens by recognizing your face. Automation is here to stay, whether we like it or not.

    Image: MGM
    Image: MGM

    An article by the Pew Research Center (“Automation is Everyday Life“) described in detail the amount of anxiety that automation instilled in Americans. Many felt that while there are opportunities to increase productivity and profitability in many sectors, that will be offset by lost jobs replaced by automation. Others were also troubled by automation becoming more prevalent in medical treatment of senior citizens.

    For many, the thought of automation isn’t nearly as scary as the concept of “artificial intelligence.” While most of the processes involve machine learning (ML) and refining results based upon increasing datasets, computing power is increasing and introducing new methods including “deep learning.” The algorithms being produced by deep learning through neural networks are making smarter decisions as they use larger and more complicated datasets.

    From a June article for The Atlantic, Henry Kissinger (yes, that Henry Kissinger) offered these thoughts on A.I.:

    Henry Kissinger (Photo: The Atlantic)
    Henry Kissinger (Photo: The Atlantic)

    Ultimately, the term artificial intelligence may be a misnomer. To be sure, these machines can solve complex, seemingly abstract problems that had previously yielded only to human cognition. But what they do uniquely is not thinking as heretofore conceived and experienced. Rather, it is unprecedented memorization and computation. Because of its inherent superiority in these fields, AI is likely to win any game assigned to it. But for our purposes as humans, the games are not only about winning; they are about thinking. By treating a mathematical process as if it were a thought process, and either trying to mimic that process ourselves or merely accepting the results, we are in danger of losing the capacity that has been the essence of human cognition. (June 2018)

    He also makes a strong statement that the United States needs to develop a national vision for AI like other countries (i.e. China, Russia, India) to stay competitive in computing power.

    TRANSLATING ARTIFICIAL INTELLIGENCE INTO SURVEYING

    The point of this discussion wasn’t to be “doom and gloom” of technology. I look forward to enjoying many of the advancements of AI and blockchain advancements. Many of the advantages of both technologies have not been brought to the surveying forefront yet, but it will only be a matter of time.

    My one big fear to automation attempting to overtake and regulate some functions of surveying leads back to boundary determination and the increasing use of holding technology/mathematics over monumentation, hence Kissinger’s comment regarding human cognition. The rules of construction will always hold true in my boundary analysis until there is a time and place where all parcels (original and retracement) are created in a mathematical vacuum.

    I also don’t see a timeframe yet that reduces the amount of measurement error between survey practitioners utilizing differing methods and technologies. Survey equipment manufacturers are still refining ways to get more precision from their GNSS receivers, yet still put them on a pole with a bullseye bubble that needs constant checking. Even tribrachs and total stations aren’t checked as often as recommended, but we always seem willing to argue over who measures better.

    Until we get more consistent in our overall measuring as a profession, I’ll hold off on worrying about artificial intelligence taking over.

    In the meantime, let’s back off calling a corner monument off by 0.03’ just yet. Let’s hope that when A.I. does become more prevalent, the surveying profession will have its collective heads wrapped around our own intellect as well.

  • Innovation: Instantaneous centimeter-level multi-frequency precise point positioning

    Innovation: Instantaneous centimeter-level multi-frequency precise point positioning

    More Is Better

    The technique of precise point positioning (PPP) is making inroads in the positioning industry. However, one issue hampering its more widespread adoption is the convergence time required for the carrier-phase ambiguities to be fully resolved so that the 10-centimeter-accuracy threshold can be surpassed. By using a multi-system, multi-carrier-frequency approach, instantaneous centimeter-level PPP can be achieved.

    Innovation Insights with Richard Langley
    Innovation Insights with Richard Langley

    CARRIER PHASE. It’s one of the two main measurement types or observables used by all GNSS receivers. Fundamentally, it is the instantaneous phase of a GNSS signal’s carrier, an electromagnetic wave of fixed amplitude and frequency (when transmitted), which is (optionally) modulated by a ranging code and a navigation message. It’s measured in radians, degrees or cycles and can be converted to a biased measure of the range between the receiver and satellite antennas by multiplying the value in cycles by the wavelength of the carrier in meters. The other GNSS observable is the phase of the ranging code. Initially measured in code chips or units of time, it is converted to a biased measure of the receiver-satellite range by multiplying it by the speed of light. This value is then typically called the code measurement or the pseudorange. The carrier phase is much more precise than the pseudorange by something like a factor of 100. So, while pseudoranges can be measured to a precision of tens of centimeters, carrier phases can be measured to millimeters or better.

    Most GNSS receivers use pseudorange measurements to determine their position. In fact, this is the standard approach to satellite-based positioning that was introduced by GPS in the 1970s. While carrier-phase measurements, or rather their time-rate-of-change, are used for precise velocity determination, it wasn’t originally recognized that carrier-phase measurements could be used for position determination, too. The problem with the carrier phase as a measure of the range is that it has an initially unknown and potentially huge bias. This is because when a receiver starts tracking a signal’s carrier, it doesn’t know the exact number of cycles of the carrier wave stretching all the way from the satellite to the receiver. Hence, carrier-phase measurements are ambiguous as a result of this initial bias. If this ambiguity can be resolved, then carrier-phase measurements can be used for very precise positioning — positioning at the centimeter level or even better.

    Over the years, various techniques have been developed to use carrier-phase measurements for positioning, most notably in differential positioning where one or more reference stations are used to position a user receiver or rover. But the technique of precise point positioning, which only requires direct uncombined measurements from the user receiver, is being actively developed and is making inroads in the positioning industry. However, one continuing issue hampering its more widespread adoption is the convergence time required for the carrier-phase ambiguities to be fully resolved so that the 10-centimeter-accuracy threshold can be surpassed. Research by the authors of this month’s article shows that by using a multi-system, multi-carrier-frequency approach, instantaneous centimeter-level PPP can be achieved. They call their technique Optimal Estimation using Uncombined Four-frequency Signals or OEUFS for short. Those of us who remember a smattering of our high-school French will agree that it is quite an eggceptional technique.


    Instantaneous centimeter-level positioning used to be synonymous with the single-baseline real-time kinematic (RTK) technique. The rover was constrained to be within a few kilometers of the base station to ensure that errors would remain spatially correlated. Modeling error sources using a regional network of stations later allowed users to retain this level of accuracy within the area of network coverage. A global network of reference stations enabled the determination of precise satellite orbit and clock products, paving the way for precise point positioning (PPP).

    Global centimeter-level accuracy can be achieved with PPP, at the cost of a long convergence time, often measured in hours. An additional layer of corrections, including satellite code (pseudorange) and carrier-phase biases, has enabled PPP with ambiguity resolution (PPP-AR). While an improvement in convergence time can be obtained, PPP-AR still cannot compete with RTK or network RTK in terms of time to first fix. Only by providing precise atmospheric information to PPP users, in the form of zenith tropospheric and slant ionospheric delays, can instantaneous centimeter-level accuracy be obtained. This approach led to a unification of PPP and RTK, often referred to as PPP-RTK. This scalable approach has allowed PPP users to obtain accurate positioning globally, while achieving rapid convergence when located within the regional reference network boundaries.

    The modernization of GNSS includes satellites transmitting signals on multiple frequencies. The 12 GPS Block IIF satellites currently in orbit already broadcast the L5 signal, and all Galileo and BeiDou satellites launched so far have triple-frequency capabilities. In November 2017, the BeiDou constellation began a new phase of its development with the launch of the Beidou-3S satellites offering new signals compatible with the GPS L1/L5 bands. In March 2018, the European Union decided to open its Commercial Service (CS), offering at no cost the signal and correction stream for the “CS high accuracy” service. As a result, the E6 signal is now available on 14 satellites and can be tracked by modern GNSS receivers. FIGURE 1 depicts the frequency plan of the open GNSS signals, including these last evolutions, as of May 2018.

    FIGURE 1. GNSS open signals (as of May 2018). (Image: authors)
    FIGURE 1. GNSS open signals (as of May 2018). (Image: authors)

    With three or more frequencies, a series of widelane ambiguities can be resolved in a cascading scheme. These unambiguous widelane signals can be used to form an ionosphere-free phase measurement with lower noise than code measurements, but typically still at the decimeter level. The availability of the Galileo E6 signal provides a significant step forward for PPP-AR, permitting instantaneous convergence. As a result of frequency separation, unambiguous widelane signals have low noise characteristics, which further benefits the resolution of the whole set of ambiguities. The strategy used in our study is a generalization of the widelaning technique, based on uncombined observations, which we describe as Optimal Estimation using Uncombined Four-frequency Signals (OEUFS).

    We explain how instantaneous centimeter-level PPP is achieved by first analyzing the precision of the ambiguity and range parameters in the single-satellite case. The network estimation of the uncombined Galileo phase biases is then described, followed by epoch-by-epoch and 5-minute PPP solutions based on OEUFS.

    SINGLE-SATELLITE PROCESSING

    To get a first grasp of the benefits of using four frequencies, we first look into single-satellite data. The aim of this analysis is twofold: first, to evaluate the ability of fixing linear combinations of ambiguities and, second, to determine the resulting precision of the unbiased range estimate once these ambiguities are fixed.

    Uncombined observations on four Galileo frequencies (E1, E5a, E5b and E6) are used to model an ionosphere-free range, a slant ionospheric delay, and four carrier-phase ambiguities. It should be noted that measurements on a fifth frequency (E5) are available but, due to the proximity of E5 with respect to E5a and E5b, its impact was found to be almost negligible. We will, therefore, restrict ourselves to the four-frequency case. Only two code observations are included in the model — in this case E1 and E5a — since adding other frequencies would require the estimation of differential code biases. Thus, for single-epoch processing, additional code measurements would not usefully contribute to the solution. Observable standard deviations are set to 3 millimeters and 30 centimeters for carrier phase and code, respectively. An analysis using a zero-length baseline revealed that weak correlations do exist between signals, and multipath effects could further increase this correlation. Although taking into consideration correlations among observations would lead to a more realistic covariance matrix, these correlations were neglected in producing the results shown in this article. This is justified by the fact that correlation coefficients are usually not available, especially for real-time processing.

    The above-mentioned model was inverted in a least-squares adjustment to perform covariance analysis. While the Least‐squares AMBiguity Decorrelation Adjustment (LAMBDA) method can be used for the identification of optimal linear combinations of ambiguities, the classic widelane ambiguities were found to perform equally well and were used in our work to simplify the exposition. When no ambiguities are fixed, the quality of the solution is driven by the noise on the code observations. TABLE 1 shows that, in this case, the receiver-satellite range parameter can be estimated with a precision of 0.776 meters. This value can be translated into a 3D-position precision by using the position dilution of precision (PDOP) factor. As a rule of thumb, if the PDOP for all satellites in view is equal to 1, the resulting 3D precision should be around 78 centimeters.

    TABLE 1. Precision of parameters in the Galileo four-frequency (E1, E5a, E5b, E6) single-satellite case.

    Even though the range is not very precise, forming the E5a-E5b widelane ambiguity from the estimated uncombined ambiguities gives a precision of 0.034 cycles, which can be reliably fixed due to the very long wavelength of the signal (9.77 meters). Adding this constraint to the system allows us to estimate the E5b-E6 widelane ambiguity with a standard deviation of 0.041 cycles (although it could also have been fixed initially). Interestingly, fixing both extra-widelane ambiguities does not significantly improve the precision of the range information derived from a single satellite. Nevertheless, due to correlations among ambiguity parameters, a precision of 0.183 cycles is now obtained for the E1-E5a widelane, an improvement of approximately 35 percent over the initial estimate.

    While the E1-E5a ambiguity is not sufficiently precise for reliable instantaneous fixing based on single-satellite data from one epoch, using the geometric information from several satellites will enable single-epoch ambiguity resolution for three widelane ambiguities per satellite, as we show in the following sections. Assuming for the moment that ambiguity resolution was indeed successful on all three widelanes, Table 1 indicates that the range parameter can now be estimated with a standard deviation of 19 centimeters, a substantial improvement over the initial 78-centimeter precision. Recalling the PDOP factor introduced above, instantaneous 3D position precision at the 20-centimeter mark should then be possible with good geometry.

    Including all available measurements in the model necessarily leads to the best performance. Still, TABLE 2 presents the conditional precision of parameters in three-frequency configurations. The precision for the widelane ambiguity is conditioned on first fixing the extra-widelane ambiguity, while that for the range assumes fixed extra-widelane and widelane ambiguities. The table highlights that frequency spacing plays a key role in the system performance. After fixing two widelane ambiguities, the Galileo E1-E5a-E5b configuration provides a range with a standard deviation of approximately 42 centimeters. The E1-E5a-E6 configuration is the best option, with a precision of the range parameter equal to the four-frequency case. In other words, the contribution of the E5b signal is almost negligible once the E5a-E6 ambiguity, having a wavelength of 2.93 meters, is resolved. For comparison purposes, the values for GPS are included and show that Galileo has the potential for significantly more precise instantaneous positioning.

    TABLE 2. Conditional precision of parameters for three-frequency single-satellite configurations.

    NETWORK SOLUTION

    To demonstrate the concept of four-frequency ambiguity resolution for PPP, a phase-bias network solution for the Galileo constellation must be generated. Our solution is based on the precise satellite orbit and clock corrections produced by the Centre National d’Études Spatiales (CNES) as a part of the International GNSS Service (IGS) Multi-GNSS Experiment (MGEX). These products contain satellite clock corrections at a 30-second interval, as well as widelane biases allowing for GPS ambiguity resolution in the L1 and L2 frequency bands. For this reason, the following analysis considers both GPS and Galileo constellations.

    Consistent processing of multi-frequency and multi-modulation signals requires code-bias corrections. The differential code-bias products from the German Aerospace Center (DLR), including the Galileo E6 signals, are used. Ambiguity resolution for Galileo can only be enabled with corresponding phase biases for all frequencies. To this date, the main contributors to the IGS for E6-compatible receivers are Natural Resources Canada (NRCan), CNES and Geoscience Australia. Since a global network of ground receivers tracking all four Galileo frequencies is not yet available, our solution is computed from a regional, but wide-area, network in Australia. The network consists of six reference stations with multi-system, multi-frequency receivers as depicted with red triangles in FIGURE 2. (Station CEDU is not included in the network solution because it is used later as a rover for PPP testing.) Measurements collected at a 30-second interval are retrieved from the Crustal Dynamics Data Information System (CDDIS) data archive. For the purpose of our demonstration, data from April 1, 2018, from 13:45:00 to 14:35:00 GPS Time is selected. During this period, five Galileo satellites were continuously tracked by the Australian stations, allowing the computation of a Galileo-only solution.

    The phase-bias solution is a generalization in the multi-frequency case of the well-known widelane/narrowlane GPS scheme. The first step consists of resolving all integer ambiguities in the network. As we deal with four frequencies, it is required to fix four ambiguities, or their combinations, per satellite-station pass. The first three combinations used for this study are the widelanes defined from E5a-E1, E5b-E1 and E6-E1. Their ambiguities are solved, as for the dual-frequency GPS case, thanks to the Melbourne-Wübbena combination. Then, one remaining integer ambiguity (here, E1) is solved by forming the ionosphere-free phase combination between E1 and E5a (with the corresponding widelane ambiguity already resolved as an integer value). The second step aims at recovering the uncombined phase biases from the estimated linear combinations of biases. By a simple system inversion, it is possible to reconstruct the phase biases on each frequency.

    FIGURE 2. Stations used to generate the Galileo phase-bias solution are represented by red triangles, while the PPP user is represented by a black square. (Image: authors)
    FIGURE 2. Stations used to generate the Galileo phase-bias solution are represented by red triangles, while the PPP user is represented by a black square. (Image: authors)

    FIGURE 3 shows the estimated biases for each frequency over the study period. The values were shifted by an integer number of the carrier wavelength for plotting purposes. The uncombined biases obtained are relatively stable, although they vary by a few centimeters over this one-hour period. These fluctuations are correlated among frequencies due to the transformation from linear combinations to uncombined biases. It should be understood that the resulting biases are not true phase biases, but rather biases to be applied to the carrier-phase observations.

    FIGURE 3. Estimated Galileo phase biases for the four frequency bands over the study period. (Image: authors)
    FIGURE 3. Estimated Galileo phase biases for the four frequency bands over the study period. (Image: authors)

    PRECISE POINT POSITIONING

    We assessed the impact of using four frequencies transmitted by Galileo (E1, E5a, E5b and E6) on positioning performance by using station CEDU in Australia (see Figure 2). It is equipped with a multi-frequency receiver collecting multi-GNSS observations at 30-second intervals. Position estimates are derived from the PPP methodology using the satellite orbit and clock corrections, along with the carrier-phase and code biases, described in the previous section.

    We computed three different solutions:

    1. a GPS-only solution;
    2. a Galileo-only solution; and
    3. a GPS and Galileo combined solution.

    For all solutions, all error sources affecting observations are modeled, including relativistic and wind-up effects, solid Earth tides and ocean loading. The a priori tropospheric zenith delay (TZD) is computed using the Vienna Mapping Function 1 (VMF1) grids, while a priori ionospheric delays are obtained from a global ionospheric map (GIM) generated at the Center for Orbit Determination in Europe (CODE). The eccentricity between the satellite antenna phase centers and the satellite center of mass is obtained from the latest version of the IGS ANTEX file, which includes frequency-dependent phase-center offsets and variations for Galileo. Since there are no Galileo-specific ground-antenna calibrations available, GPS values are used as approximations.

    In all cases, we processed uncombined observations corresponding to the OEUFS strategy. For GPS, the L1C and L2W carrier-phase observations are used, along with the C1W and C2W code observations. For Galileo, the L1C, L5Q, L6C and L7Q carrier phases are used, with identical modulations for code measurements. Note that this signal identification uses the RINEX 3 conventions where, for Galileo, the L5 and L7 signals correspond to those in the E5a and E5b bands, respectively. Carrier-phase observations are given a standard deviation of 2 millimeters at zenith, while code observations are deweighted by a factor of 100. An elevation-angle-dependent weighting strategy also assigns lesser weight to satellites closer to the local horizon. Therefore, the value of 3 millimeters used in the single-satellite analysis above corresponds to a satellite tracked at an elevation angle of approximately 40 degrees.

    The PPP filter includes states for the three position components, one receiver clock parameter per satellite system, inter-frequency code biases, one phase-bias parameter per frequency, a residual TZD, a residual slant ionospheric delay per satellite and carrier-phase ambiguities. To confirm the theoretical analysis from a previous section, the empirical single-epoch ambiguity-fixing success rate is first evaluated using a bootstrapping algorithm. The full vector of estimated float ambiguities is first decorrelated using the LAMBDA method, and all ambiguities having a success rate larger than 99 percent are fixed to integers. FIGURE 4 shows the number of fixed ambiguities for each solution.

    FIGURE 4. Number of fixed ambiguities using a bootstrapping approach for independent, single-epoch, solutions. Number of frequencies in parentheses. (Image: authors)
    FIGURE 4. Number of fixed ambiguities using a bootstrapping approach for independent, single-epoch, solutions. Number of frequencies in parentheses. (Image: authors)

    Not surprisingly, the dual-frequency GPS solution is incapable of reliably fixing ambiguities within a single epoch. During this time period, five Galileo satellites are tracked. If we first consider all four frequencies from Galileo, and use the ambiguities on one satellite to provide the datum, then a total of 16 ambiguities are being estimated in the PPP filter, 12 of which are considered widelanes. Figure 4 confirms that using correlations introduced by the geometry allows instantaneous fixing of all widelane ambiguities for Galileo for most epochs. Adding GPS to the Galileo solution makes Galileo widelane fixing more reliable, but does not allow fixing of additional ambiguities. The three-frequency (E1, E5a and E6) Galileo configuration also enables instantaneous fixing of all eight widelane ambiguities, since the inclusion of E5b brings minimal additional information.

    In all subsequent solutions, ambiguity estimation is performed using a more sophisticated method referred to as the best integer equivariant (BIE) approach. Because it is expected that not all ambiguities can be fixed simultaneously, a partial ambiguity resolution scheme is required. The BIE method fulfills this criterion by computing a weighted average of integer vectors. The outcome is a constrained ambiguity vector whose entries take either integer or float values. The key point of this approach is that the BIE float estimates can be improved by the averaging process with respect to the least-squares float estimates. Furthermore, by exploiting the correlations contained in the ambiguity covariance matrix, this method can effectively fix linear combinations of ambiguities. Therefore, we are not explicitly forming widelane ambiguities, but rather optimal linear combinations of ambiguities are fixed through the BIE averaging process. This strategy is implemented using the LAMBDA method to decorrelate ambiguities. Even though the BIE estimates are independent of the decorrelation, this step improves the computational efficiency of the approach.

    As we explained in the previous sections, positioning with fixed widelane ambiguities can potentially allow for instantaneous precise positioning. FIGURE 5 demonstrates the epoch-by-epoch position estimates for the three solutions. As the strategy implies, the filter is entirely reset between epochs, and each point in the time series is independently determined. As expected, instantaneous ambiguity resolution with GPS alone is not feasible. Although the external information provided by the GIM is beneficial in reducing the errors, the root-mean-square (RMS) error is at the decimeter level for all components (see TABLE 3).

    FIGURE 5. Instantaneous (epoch by epoch) PPP-AR solutions for GPS only, Galileo only and GPS and Galileo combined. Number of frequencies in parentheses. (Image: authors)
    FIGURE 5. Instantaneous (epoch by epoch) PPP-AR solutions for GPS only, Galileo only and GPS and Galileo combined. Number of frequencies in parentheses. (Image: authors)
    TABLE 3. RMS errors for each instantaneous PPP-AR solution (meters).

    The Galileo-only solution offers a substantial improvement in the horizontal components. These results are explained by the ambiguity-resolved widelane signals providing precise range estimates. It should be noted that only five Galileo satellites are visible during this period with a PDOP slightly exceeding a value of 3. When the full constellation of satellites will be in orbit, even better results could be obtained from a Galileo-only solution. The three-frequency (E1, E5a, E6) Galileo solution offers almost identical position estimates and is not shown here for conciseness. Combining GPS and Galileo yields the best solution with centimeter-level instantaneous positioning (refer to Table 3). For several epochs, a fully converged position is even obtained within a single epoch.

    While the RMS errors of the combined GPS + Galileo solution is at the centimeter level, individual epochs can still exhibit decimeter-level errors. To demonstrate the convergence capabilities of the OEUFS strategy, we computed 5-minute PPP sessions. Even though the station is stationary, we added a large amount of process noise to the position states to simulate kinematic processing. FIGURE 6 shows the results of all 10 sessions: horizontal convergence to a few centimeters could be achieved within two epochs in all but one session.

    FIGURE 6. Independent 5-minute kinematic PPP solutions using GPS and Galileo. Each trace represents a different session. (Image: authors)
    FIGURE 6. Independent 5-minute kinematic PPP solutions using GPS and Galileo. Each trace represents a different session. (Image: authors)

    CONCLUSION

    We have shown that GNSS modernization is a key component for reducing the convergence time of PPP solutions. Combining multiple constellations strengthens the geometry, and using multiple frequencies allows for improved ambiguity resolution performance. In particular, tracking of the E6 Galileo commercial service signal turns out to be particularly beneficial in terms of instantaneous positioning capabilities. We demonstrated that ambiguities can be instantaneously resolved on Galileo satellites, leading to a range estimate approximately four times better than that provided using code measurements. With good satellite geometry, these frequencies can enable instantaneous 3D positioning with an accuracy of around 20 centimeters. Combining Galileo and GPS allows for single-epoch centimeter-level PPP solutions and full convergence within a few epochs.

    We expect that the robustness and accuracy of the OEUFS strategy will improve in the future, with an increasing number of multi-frequency satellites and ground stations. Specifically, the additional frequencies provided by BeiDou and the Quasi-Zenith Satellite System will enhance the geometry of the solution and will further expedite convergence. Within a few years, instantaneous PPP might very well become a practical alternative to RTK for a wide range of applications.

    ACKNOWLEDGMENTS

    The authors acknowledge Geoscience Australia for making publicly available modernized GNSS data, as well as Paul Collins from NRCan for the review of our manuscript and technical advice. This article is published as NRCan Contribution 20180102.

    MANUFACTURER

    All of the stations used for the tests described in this article have PolaRx5 reference receivers manufactured by Septentrio (www.septentrio.com).


    DENIS LAURICHESSE is a member of the Navigation Systems Department at CNES in Toulouse, France. He has been in charge of the DIOGENE GPS orbital navigation filter, and is now involved in navigation algorithms for GNSS. He is in charge of the CNES IGS real-time analysis center. Laurichesse was the co-recipient of the 2009 Institute of Navigation Burka Award for his work on phase ambiguity resolution.

    SIMON BANVILLE is a senior geodetic engineer with the Canadian Geodetic Survey of NRCan, Ottawa, Canada, working on PPP. He obtained his Ph.D. degree in 2014 from the Department of Geodesy and Geomatics Engineering at the University of New Brunswick, under the supervision of Richard B. Langley. He is the recipient of the Institute of Navigation 2014 Parkinson Award.

    FURTHER READING

    •  Precise Point Positioning

    Where Are We Now, and Where Are We Going?: Examining Precise Point Positioning Now and in the Future” by S. Bisnath, J. Aggrey, G. Seepersad and M. Gill in GPS World, Vol. 29, No. 3, March 2018, pp. 41–48.

    “Precise Point Positioning” by J. Kouba, F. Lahaye and P. Tétreault, Chapter 25 in Springer Handbook of Global Navigation Satellite Systems, edited by P.J.G. Teunissen and O. Montenbruck, published by Springer International Publishing AG, Cham, Switzerland, 2017.

    •  Multi-GNSS Experiment

    “The Multi-GNSS Experiment (MGEX) of the International GNSS Service (IGS) – Achievements, Prospects and Challenges” by O. Montenbruck, P. Steigenberger, L. Prange, Z. Deng, Q. Zhao, F. Perosanz, I. Romero, C. Noll, A. Stürze, G. Weber, R. Schmid, K. MacLeod and S. Schaer in Advances in Space Research, Vol. 59, No. 7, April 2017, pp. 1671–1697, doi: 10.1016/j.asr.2017.01.011.

    Getting a Grip on Multi-GNSS: The International GNSS Service MGEX Campaign” by O. Montenbruck, C. Rizos, R. Weber, G. Weber, R. Neilan and U. Hugentobler in GPS World, Vol. 24, No. 7, July 2013, pp. 44–49.

    •  PPP Carrier-Phase Ambiguity Resolution and Convergence

    Carrier-phase Ambiguity Resolution: Handling the Biases for Improved Triple-frequency PPP Convergence” by D. Laurichesse in GPS World, Vol. 26, No. 4, April 2015, pp. 49-54.

    “Zero-difference GPS Ambiguity Resolution at CNES–CLS IGS Analysis Center by S. Loyer, F. Perosanz, F. Mercier, H. Capdeville, and J.C. Marty in Journal of Geodesy, Vol. 86, No. 11, Nov. 2012, pp. 991–1003, doi: 10.1007/s00190-012-0559-2.

    “Undifferenced GPS Ambiguity Resolution Using the Decoupled Clock Model and Ambiguity Datum Fixing” by P. Collins, S. Bisnath, F. Lahaye and P. Héroux in Navigation, Vol. 57, No. 2, Summer 2010, pp. 123–135, doi: 10.1002/j.2161-4296.2010.tb01772.x.

    •  Leastsquares AMBiguity Decorrelation Adjustment (LAMBDA)

    “Carrier Phase Integer Ambiguity Resolution” by P.J.G. Teunissen, Chapter 23 in Springer Handbook of Global Navigation Satellite Systems, edited by P.J.G. Teunissen and O. Montenbruck, published by Springer International Publishing AG, Cham, Switzerland, 2017.

    “Theory of Integer Equivariant Estimation with Application to GNSS” by P.J.G. Teunissen in Journal of Geodesy, Vol. 77, No. 7-8, Oct. 2003, pp. 402–410, doi: 10.1007/s00190-003-0344-3.

    A New Way to Fix Carrier-phase Ambiguities” by P.J.G. Teunissen, P.J. de Jonge, and C.C.J.M. Tiberius in GPS World, Vol. 6, No. 4, April 1995, pp. 58–61.

  • Virtual base RTK from JAVAD automates for greater ease

    Virtual base RTK from JAVAD automates for greater ease

    JAVAD GNSS has integrated its Justin software suite, including Verify Base-RTK (VB-RTK) with its Triumph-LS Rover receiver, carrying six different RTK engines, and Triumph-1 or Triumph-2 base units, to make GNSS data collection easier yet more reliable.

    The combination of the J-Field onboard data collection of the Triumph-LS working with the Justin reduction software establishes the project coordinate system with little effort and good confidence in the user’s field data, the company said.


    The Javad Data Processing Online Service (DPOS), built in the Justin software system, works directly with the National Geodetic Survey’s Continuously Operating Reference Station (NGS CORS) system to calculate and establish the project base station within a known coordinate system.

    This system can be based upon the National Spatial Reference System (NSRS) or a localized system. Either way, the user can begin data collection immediately using an autonomous base point, with relative corrections being established to the RTK receiver.

    Before VB-RTK, an extra step (and time) was required to occupy the base point, collect a sufficient amount of data, and upload to the NGS Online Positioning Service (OPUS) for data calculations and positional determination. VB-RTK now automates this process, increasing efficiency and reducing errors.

    Among the main benefits of the software are the vector data check-verification routines and the ability for the user to easily identify random errors (receiver height input, description codes, and so on).

    Justin software enables thorough review of preset parameters and templates to help the user establish a consistent workflow pattern.Additionally, the receiver and software system do not rely on a third-party real-time network (RTN).

    Besides knowing exactly where the base station is broadcasting from, there are no data charges from the RTN nor cellular fees. By having the base station within the project area, the system will also provide the user with faster fixes and more accurate information.

  • FAA surveys commercial drone operators

    FAA surveys commercial drone operators

    If you’ve registered a commercial drone, the U.S. Federal Aviation Administration (FAA) wants to hear from you.

    On June 19, the FAA sent a questionnaire to everyone who has registered a commercial drone – more formally, an unmanned aircraft system (UAS) — for anything but recreational or hobby use.

    Most of these owners fly their drones for commercial purposes, but the survey population also includes government departments and other users.

    Hobbyists are not included in this survey.

    The goal is to collect information on drone flight activities under the FAA’s small drone rule (Part 107), data that will help the FAA improve the services it delivers to the UAS community. Responses to the questionnaire are voluntary and entered 100 percent electronically.

    The survey will take about 10 minutes to complete.

    The questions include areas such as number of drones registered, number and types of missions completed in 2017, primary locations where the operator flies and types of waivers requested. The survey also asks how operators want to get information about drone-related issues from the FAA, and how satisfied they are with the news channels they use now

    The questionnaire is completely anonymous, so responses cannot be attributed to an individual.

    If the questionnaire is still sitting on your computer or mobile device, the FAA wants —  and needs — your input.