Tag: survey

  • Survey to determine highest mountain peak in Bangladesh

    Survey to determine highest mountain peak in Bangladesh

    A government-sponsored survey has set out to find the highest peak in Bangladesh. Field teams for the Survey department under the Ministry of Defense have begun field work in the remote hill areas of Ruma and Thanchi upazilas in Bandarban district.

    The survey, taking place April 4-12, will use modern geodetic methods and advanced GNSS technology. The surveyors will follow international standards to determine the height of the country’s highest peak above mean sea level (MSL) with centimeter-level accuracy, including latitude, longitude, and elevation.

    Through the use of a newly developed geoid model, it will be possible to accurately convert ellipsoid heights obtained from GNSS receivers into mean sea level (MSL) elevations of the mountain peaks, according to the government.

    The survey is expected to resolve the long-standing debate over whether Tajingdong, Keokradong or Saka Haphong is the country’s highest mountain peak.

  • RIN conducts survey on maritime GNSS interference

    RIN conducts survey on maritime GNSS interference

    The Royal Institute of Navigation (RIN) Maritime Working Group is investigating GNSS jamming and spoofing in the maritime sector, starting with a survey. The survey is “aimed at anyone in the maritime sector who has experienced GNSS interference and who can provide us with further information on the impact that it is having,” the group stated.

    Interference have been pervasive for years now in areas such as the Baltic Sea and the Black Sea. In the Strait of Hormuz alone, almost 1,000 ships per day experience GNSS interference, impacting crew safety and the security of their cargo. Collisions and groundings are a very real threat, with the Frontier Eagle and MSC Antonia accidents being the most recent examples.

    The RIN will be producing a report similar to the September 2024 OPSGROUP report that focused on GPS spoofing in the aviation sector.

    The survey is available on the RIN website.

  • Geospatial Professional Network wants your feedback

    Geospatial Professional Network wants your feedback

    The Geospatial Professional Network (formerly URISA) is seeking respondents to its 2025 GIS Management Survey. The survey is part of a research project on geographic information system (GIS) management practices.

    The survey is designed to gather information from organizations using GIS technology, to learn about how they organize and GIS, and provide services to their users. 

    All respondents will receive a report of survey results. 

    To conribute to the survey, go to GIS Management Survey 2025.

  • Launchpad: Latest in OEMs, mapping, UAVs and more

    Launchpad: Latest in OEMs, mapping, UAVs and more

    Read a roundup of recent products in the GNSS and inertial positioning industry from the April 2025 issue of GPS World magazine.


    OEM

    INS
    With three additional GNSS receiver variants

    Photo: Topcon
    Photo: Topcon

    SBG Systems has upgraded its inertial navigation systems — Ekinox, Apogee and Navsight — with new GNSS receiver options. The latest update introduces three additional GNSS receiver variants.

    These include:

    • Marinestar, which supports Fugro Marinestar, delivering precise point positioning (PPP) with centimeter-level accuracy via L-band corrections without requiring a base station. It is optimized for marine applications.
    • HAS Ready / NavIC, which includes Galileo E6 support for the upcoming Galileo High Accuracy Service (HAS), offering free decimeter-level PPP corrections globally. Additionally, it supports the Indian NavIC system.
    • Centimeter-Level Augmentation Service, which is tailored for users in Japan; this variant utilizes QZSS L6 signals to provide free PPP corrections without external services.

    All GNSS variants integrate seamlessly with SBG Systems’ antenna portfolio and Qinertia post-processing software. Users select the appropriate GNSS variant at purchase to match their operational requirements. These enhancements aim to provide versatile solutions across diverse industries while ensuring reliable performance.

    SBG Systems

    Receivers
    Can achieve centimeter-level accuracy

    Photo: STMicroelectronics
    Photo: STMicroelectronics

    The GNSS receivers in the Teseo VI family use multi-constellation and quad-band signal processing on a single chip, achieving centimeter-level accuracy for various applications. The Teseo VI family includes the STA8600A and STA8610A models. These receivers are designed for automotive applications such as advanced driver assistance systems and autonomous driving, as well as industrial uses, including asset tracking, mobile robots and precision agriculture.

    The Teseo VI+ variant can host enhanced positioning engines developed by third-party companies, providing real-time kinematics for centimeter position accuracy.

    STMicroelectronics

    GNSS Module
    Operates in challenging environments

    Photo: Quectel
    Photo: Quectel

    The LG680P is a multi-constellation, quad-band GNSS module designed for high-precision positioning and to enhance signal quality and precision through concurrent reception of L1, L2 and L5 frequency bands. It supports Galileo E6, QZSS L6 and BDS B2b signals for precise point positioning, ensuring horizontal accuracy of up to 0.8 cm + 1 ppm without requiring local or broadband connectivity.

    To ensure signal integrity in environments with electromagnetic interference, the module features professional-grade anti-jamming technology, including built-in NIC algorithms that suppress narrow-band interference. It supports external active antennas for enhanced signal reception and positioning accuracy. It is ideal for applications such as autonomous lawnmowers, delivery robots, surveying equipment and precision agriculture. Quectel complements it with two external GNSS antennas: the YEGR001W8AH geodetic antenna and the YEGD006U1A compact patch antenna.

    Quectel

    Firmware Upgrade
    For SBG Systems’ MEMS-based INS

    Photo: SBG Systems
    Photo: SBG Systems

    The New Ellipse firmware upgrade for the Ellipse product line allows the system to now be used as an attitude and heading reference system or inertial navigation system. It is designed to enhance navigation, attitude and heave performance for stable and accurate positioning, even in challenging conditions.

    It introduces advanced GNSS-denied capabilities, featuring newly integrated flags that trigger when GNSS jamming or spoofing threats are detected. This allows users to reject or re-enable external sensors — such as GNSS — without resetting the filter. The user-friendly interface allows for fast and flexible configuration using simple command lines, enabling users to tailor the Ellipse to their specific needs and applications.

    SBG Systems

    Localization Solution
    Operates in GNSS-denied environments

    Photo: OxTS
    Photo: OxTS

    WayFinder is a localization solution designed for GNSS-denied environments. It integrates a GNSS/INS system, onboard processor, lidar scanner and two cameras, enabling precise navigation in areas with limited satellite coverage. The system features Lidar Boost, a software technology that enhances GNSS/INS performance by processing lidar data to compensate for missing or inaccurate GNSS updates in real time. This ensures high-accuracy localization and seamless transitions between GNSS-supported and GNSS-denied environments.

    WayFinder enables precise navigation for autonomous vehicles in ports, mining and indoor automotive testing without fixed infrastructure. It also provides reliable positioning for surveyors in areas with limited GNSS coverage.

    OxTS

    Survey

    Smart Surveying
    Introduces topographic design tools

    Photo: Virtual Surveyor
    Photo: Virtual Surveyor

    Virtual Surveyor Version 10 introduces Basic Topographic Design tools, allowing users to document terrain changes such as graded roads, water ponds and building surfaces. The software now features four subscription plans — Valley, Ridge, Mountain and Peak.

    • Ridge plan: Focuses on surveying a single moment in time using one drone data set.
    • Mountain plan: Adds Timelines to compare surveys across different times, visualizing changes through Time Steps.
    • Peak plan: Includes advanced Topographic Design tools for planning future structures by creating new Time Steps. These tools allow users to design features such as roads or ponds directly on UAV-derived models, with automated alignment and volume calculations for cut-and-fill operations.

    Version 10 introduces drawing guides, available in the Ridge plan and above, enabling precise drawing of points at specific intervals or angles. Walk Mode, included in all plans, allows users to explore 3D terrain at ground level for better visualization. Timelines, featured in the Mountain and Peak plans, facilitate the comparison of multiple surveys conducted at different times and the integration of future designs. These improvements seek to streamline processes for engineering surveyors, supporting applications in construction, mining and water management.

    Virtual Surveyor

    Laser RTK
    With a laser range of up to 50 m

    Photo: ComNav Technology
    Photo: ComNav Technology

    The Jupiter Laser RTK integrates GNSS, auto-IMU, laser and dual camera systems into a single unit. It incorporates a precise green laser that remains visible even in bright daylight. This feature allows for precise measurements of points in hard-to-reach, signal-blocked or potentially hazardous locations. It also features a night vision camera, allowing users to see feature points even in low-light conditions. The RTK system’s laser range is up to 50 m, making it suitable for challenging surveying environments. It incorporates visual technology to offer surveyors an immersive experience during surveying and stakeout operations, improving working efficiency and productivity.

    ComNav Technology

    UAV

    UAV Software
    With new mapping capabilities

    Photo: AgEagle Aerial Systems
    Photo: AgEagle Aerial Systems

    Version 2.1.0 of AgEagle Aerial Systems’ eBee VISION application software introduces circular and grid mapping features, allowing users to generate 2D or 3D maps using external post-processing software for more comprehensive geospatial data.

    The eBee VISION 2.1.0 can continue missions in GNSS-denied environments and allows manual deactivation of GNSS to prevent jamming or spoofing. It implements the STANAG 4609 standard, the official format for motion imagery exchange within the NATO nations. This involves embedding UAV position and camera information into the videos recorded by the UAV and those broadcasted by the Ground Control Station. Its inclusion in the system seeks to enhance interoperability with third-party applications, which is key for military-grade UAVs.

    It offers enhanced control over the Silent Tactical Landing feature. Users can now manually adjust the landing position on the map, with the system providing range estimates to inform operators of the UAV’s reach. This functionality offers greater flexibility in mission planning and execution, particularly in tactical scenarios requiring precise landing control. The system is ideal for defense, public safety and utilities applications.

    AgEagle Aerial Systems

    ‘Drone-in-a-Box’ Solution
    Designed for vehicle-mounted deployments

    Photo: DJI
    Photo: DJI

    The DJI Dock 3 “drone-in-a-box” solution is designed for vehicle-mounted deployments and 24/7 remote operations in various environments. This system is compatible with the Matrice 4D and Matrice 4TD UAVs, which feature advanced cameras and IP-rated protection for challenging conditions. The UAVs are ideal for public safety, emergency response and infrastructure inspection.

    This system supports flexible deployment options, including vehicle-mounted setups optimized for emergency operations and long-distance inspections. It enables horizontal calibration and cloud-based dock location adjustments. Two docks can be mounted on a single vehicle to facilitate dual-UAV rotations for enhanced efficiency. In fixed deployments, the D-RTK 3 Relay Fixed Deployment Version can be added to improve video transmission and satellite connectivity.

    The Matrice 4D and 4TD UAVs have a wide-angle camera, medium tele camera, tele camera and laser range finder. The Matrice 4D features an advanced camera suite designed for high-precision mapping. The Matrice 4TD includes an infrared thermal camera for public safety and emergency response applications. The system includes a Flight Termination System to support regulatory compliance in strictly controlled airspace. This system can manually or automatically stop drone operations if necessary.

    DJI

    Software Upgrade
    Enables 24/7 BVLOS operations

    Photo: uAvionix
    Photo: uAvionix

    Casia G Release 4.0 is a software update that enables nighttime detection of aircraft, allowing 24/7 beyond visual line of sight (BVLOS) UAS operations. The update supports BVLOS flights up to 400 ft at night without requiring hardware modifications, offering detection of both cooperative and non-cooperative aircraft. The system detects aircraft at distances of up to 16.7 km with 360° coverage, ensuring safe nighttime operations. When multiple units are used, triangulation technology provides accurate range, altitude and satellite data for intruding aircraft. The update leverages existing hardware to detect navigation and anti-collision lights at night.

    uAvionix

    Marine Radar
    With W-band radar technology

    Photo: NavTech Radar
    Photo: NavTech Radar

    The MAS10 is a 77 GHz FMCW marine radar system designed to enhance navigation safety in congested environments under all weather conditions. The ultra-high-definition W-band radar provides centimeter-level resolution, enabling vessels to detect and identify small hazards in heavily trafficked waterways.

    Unlike optical and infrared sensors, W-band radar technology penetrates fog, heavy rain and snow, ensuring reliable detection. It operates effectively in low-visibility scenarios, including complete darkness, intense sunlight and shadowed areas where cameras and lidar may struggle.

    NavTech Radar

    Mapping

    New 3D Scanners
    Available in two versions

    Photo: 3DMakerpro
    Photo: 3DMakerpro

    The Eagle Series line of spatial 3D scanners feature lidar and imaging sensors and are designed for various applications, including reverse engineering, digital twinning, asset management, extended reality, precision mapping and 3D printing.

    The series offers scanning capabilities with a range of up to 140 m and precision within 2 cm at 10 m. The lightweight scanner is designed for portability, with a built-in battery providing up to one hour of continuous use.

    The scanners are available in Standard and Max versions. The Max model features four 48 MP cameras, enhancing scanning efficiency and producing vivid 8 K panoramic photos. With a point cloud frequency of 200,000 points per second, the Eagle Series is designed for applications requiring highly detailed spatial data.

    3DMakerpro

    Upgraded Mapping Package
    With Google Maps downloads

    Photo: Golden Software
    Photo: Golden Software

    Golden Software has upgraded its Surfer mapping and 3D visualization software. Users can now directly download georeferenced aerial and satellite imagery from Google Maps into projects. The latest version also improves 3D visualization tools, focusing on faster and more intuitive creation of visual models. Users can now colorize 3D drill hole intervals based on text keywords, making it easier to interpret subsurface data. Additionally, contour slices can now be added to the 3D view, offering a clearer representation of data layers.

    Golden Software has released a beta version (30.0.135) that introduces multiple light sources for improved 3D viewing and customizable legends for better map presentation. These updates are designed to streamline workflows for professionals in industries such as environmental consulting, resource exploration and geospatial analysis, simplifying the creation of professional-grade maps and models efficiently.

    Golden Software

  • Launchpad: Simulators, GNSS receivers, antennas and more

    Launchpad: Simulators, GNSS receivers, antennas and more

    A roundup of recent products in the GNSS and inertial positioning industry from the May 2023 issue of GPS World magazine.


    SURVEYING

    Photo:
    Image: Septentrio

    Corrections Program
    Provides documentation for GNSS receivers

    The Agnostic Correction Partner Program facilitates the use of Septentrio GNSS receivers with high-accuracy services that provide varying levels of accuracy, coverage and delivery methods. This enables users to select the service that suits specific applications and business models. The program — which includes Polaris from Point One, Skylark from Swift Navigation, and PointPerfect from u-blox — provides documentation for the use of Septentrio receivers with these high-accuracy services. Agnostic corrections are useful in situations where multiple types of GNSS receivers are being used, such as in a large-scale surveying project.
    Septentrio, septentrio.com

    Photo:
    Image: Inertial Labs

    Multi-Application IMU
    A compact, self-contained strapdown, advanced tactical-grade IMU device

    The IMU-FI-200C measures linear accelerations and angular rates with its three-axis, tactical-grade, closed loop, fiber-optic gyroscopes and three-axis, high-precision MEMS accelerometers in motionless and high dynamic applications. The IMU-FI-200C is fully calibrated, temperature compensated and aligned to an orthogonal coordinate system. It contains more than 0.5°/hr gyroscopes and less than 2 mg bias repeatability over operational range accelerometers with low noise and high reliability. Continuous built-in test, configurable communications protocols, electromagnetic interference protection, and flexible input power requirements make the IMU-FI-200C suitable for a wide range of integrated system applications.
    Inertial Labs, inertiallabs.com

     

    Photo:
    Image: Inertial Labs

    MEMS IMU
    Suitable for applications such as antenna and line of sight stabilization systems, GPS-aided INS and more

    The inertial measurement unit-P (IMU-P) is an advanced MEMS sensors-based, compact, self-contained strapdown, industrial- and tactical-grade inertial measurement system and digital tilt sensor that measures linear accelerations, angular rates and pitch-and-roll with three-axis, high-grade MEMS accelerometers and three-axis, tactical-grade MEMS gyroscopes. Angular rates and accelerations are determined with high accuracy for both motionless and dynamic applications. The IMU-P is fully calibrated, temperature compensated, and mathematically aligned to an orthogonal coordinate system. IMU-P demonstrates less than 1 deg/hr gyroscopes and 0.005 mg accelerometers bias inrun stability with low noise and high reliability. The IMU-P models collect data from an external source of GNSS to output full spectrum inertial navigation system data consisting of positions, attitude, velocity and time.
    Inertial Labs, inertiallabs.com


    AUTONOMOUS

    Photo:
    Image: CHC Navigation

    Hybrid GNSS+INS Sensor
    Navigates challenging environments

    The CGI-610 GNSS/INS sensor is an advanced dual-antenna receiver designed for reliable and accurate navigation and positioning in challenging terrestrial, marine or airborne applications. Designed to meet the needs of 3D positioning and autonomous vehicle guidance applications, it provides high performance in urban canyons and other harsh environments where GNSS signals are lost or degraded. Incorporating GNSS technology and an industrial-grade inertial measurement unit, the sensor delivers accurate hybrid position, attitude and velocity data up to 100 Hz, driven by CHC Navigation algorithms. Its rugged and lightweight package ensures uninterrupted performance and meets high protection standards.
    CHC Navigation, chcnav.com

    Photo:
    Image: uAvionix

    Remote ID Module
    Meets FAA standards

    The pingRID meets the Part 89 remote ID standards of the Federal Aviation Administration (FAA), which will become effective on Sept. 16, to keep operators safe and compliant throughout a flight. The pingRID comes pre-configured and ready for use out of the box. After assigning the pingRID unique identification number to the aircraft’s registration with the FAA, operators can attach the battery-powered device to their UAV and prepare for flight. A set of LED indicators provides status on the battery charge, device readiness for flight and inflight operations. The compact, lightweight design fits most aircraft without significantly impacting performance. The module also can be quickly recharged via USB-C. The FAA’s final rule on remote ID requires all UAV pilots to meet the operating requirements of Part 89. For most operators, this will require flying a UAV equipped with standard remote ID, a remote ID broadcast module such as the pingRID, or flying at a Federally Recognized Identification Area.
    uAvionix, uavionix.com


    MOBILE

    Photo:
    Image: Orolia

    GNSS Simulator
    A positioning, navigation and timing test solution

    GSG-7 delivers GNSS signal testing for location-aware applications and systems that require navigation or timing. The GSG-7 GNSS simulator features high-end performance with a 1,000 Hz simulation iteration rate, high dynamics, real-time synchronization, and simulation of all-in-view satellite signals. The GNSS simulator is suitable for development and integration projects that require high performance and an increased number of constellation licenses and satellites in view for a single antenna or trajectory. GSG-7 supports multi-constellation and multi-frequency GNSS simulations. It can be programmed to simulate operations with all current and future GNSS signals.
    Orolia, safran-navigation-timing.com

    Photo:
    Image: Eos Positioning

    GNSS Receiver
    Supports Galileo HAS

    The Arrow Gold+ enables users to achieve better than 20 cm accuracy with 95% confidence using Galileo HAS. The Arrow Gold+ is one of the first high-accuracy GNSS receivers that supports Galileo HAS and is designed for the GIS market. Additional signal support for Arrow Gold+ includes: the concurrent use of the BeiDou B3 and GPS L5 signals as well as GLONASS, BeiDou, QZSS and IRNSS signals.
    Eos Positioning Systems, eos-gnss.com

    Photo:
    Image: Pasternack

    Mil-Spec GPS/GNSS Antennas
    Meets military specifications for use in several small form factor and mobile applications

    The PEANGPS1006, PEANGPS1007, PEANGPS1008 and PEANGPS1009 mil-spec GNSS antennas are engineerered
    for environmental performance according to the MIL-STD-810G standard and include multi-standard GPS L1, Galileo E1 and GLONASS options. They are IP67 rated and available in passive and active versions and provide coverage from 1,597 MHz to 1,607 MHz. The GNSS antennas feature linear polarization for cross-polarized isolation, nominal gain options of -3 dBic and 10 dBic, and SMA mounts. The mil-spec GNSS antennas are available now.
    Pasternack, Pasternack.com

    TFX62.A. (Image: Taoglas)
    TFX62.A. (Image: Taoglas)

    Near-Invisible Antennas
    Supports cellular Wi-Fi and GNSS technologies

    The TFX62.A, TFX257.A and TFX125.A offer an alternative to standard opaque antennas, with “peel and stick” mounting capabilities to any nonmetal surface. The TFX62.A, TFX257.A and TFX125.A come with an adhesive and have an enclosed carrier terminated with a FAKRA connector for easy installation. The TFX series antennas leverage a sub-millimeter thick hybrid transparent conductive film that offers designers an invisible antenna solution. They are suitable for mobility, public infrastructure, medical devices, transportation and emerging IoT applications. Use cases for the antennas include electric vehicle chargers and parking meters, smart buildings and transportation vehicles.
    Taoglas, taoglas.com

    Photo:
    Image: CHC Navigation

    3D Grade Control System
    For motor graders

    The TG63 comes with a tightly coupled dual-GNSS positioning system and inertial sensor, and provides reliable 3D positioning and heading to ensure accuracy of the grader blade within ±2 cm. The TG63 is designed to withstand the harsh environment of construction sites and supports multiple applications, including real-time kinematic networked transport of RTCM via internet protocol and ultra-high frequency base stations.
    CHC Navigation, chcnav.com


    OEM

    Photo:
    Image: ComNav Technology

    GNSS Modules
    Now compatible with Galileo HAS

    K8 series GNSS modules can use the Galileo High Accuracy Service (HAS) precise-point positioning (PPP). The PVT algorithm upgrade to the K8 series module supports Galileo HAS with an accuracy of 20 cm horizontally and 40 cm vertically. Galileo HAS provides free access to information necessary to estimate accurate positioning using a PPP algorithm in real-time through the Galileo signal E6-B and an internet connection. The improved performance capabilities provide a higher level of accuracy for industries such as UAV, autonomous driving, intelligent transportation, agriculture and more.
    ComNav Technology, comnavtech.com

    Photo:
    Images: SingularXYZ

    Development Kit
    Designed for GNSS-related development integration

    The DK100 development kit is a multi-functional kit with selectable single-antenna and dual-antenna modules, full constellation tracking and centimeter-level positioning. It is a ready-to-use kit designed to simplify integration efforts and increase compatibility with a variety of applications. The DK100 reserves standard adapter board interfaces to connect different GNSS modules and radio modules to meet specific needs. The development kits are coupled with a 4G module, Wi-Fi, Bluetooth, Ethernet modules, large memory and status indicators on a single PCBA. The DK100 comes with a web page for easy configuration. With Ethernet and Wi-Fi access, users can monitor device status and configure working mode and data transmission settings on the web page. The centimeter-level DK100 can be integrated in a range of horizontal and vertical applications, such as CORS construction, precision agriculture, construction machinery, smart navigation, monitoring, robotics, unmanned systems and more.
    Singular XYZ, singularxyz.com

    Photo:
    Image: TDK Corporation

    Digital MEMS Gyroscope
    A high stability and vibration-tolerant gyroscope for dynamic applications

    The GYPRO4300 features a ±300°/s input measurement range, 200 Hz bandwidth, and 1 ms latency with a closed-loop architecture that enables high linearity and stability. The GYPRO4300 has bias instability of 0.5°/h as a typical value and a maximum value of 2°/h. The GYPRO4300 is suitable for applications such as railways, land vehicles, vertical take-off and landing aircraft and UAVs, marine and subsea systems, borehole drilling and surveying instruments. The GYPRO4300 is available now for sampling and customer evaluations. Evaluations of the sensors also can be made with an Arduino-based evaluation kit that provides built-in testing functionalities such as output reading and recording, recalibration and digital self-tests.
    TDK Corporation, tdk.com

    Photo:
    Image: Tallysman Wireless

    GNSS Antenna
    Small, light, and dual-band

    The SSL889XF employs Tallysman’s Accutenna technology providing GPS, QZSS L1/L2, GLONASS G1/G2/G3, Galileo E1/E5b, and BeiDou B1/B2b coverage. The SSL889XF antenna is designed for precision dual-frequency positioning where a light weight and a low profile are important. The SSL889XF antenna element is 48 mm in diameter and 20 mm tall and weighs ~50 g. It has a tight average phase center variation of less than 10 mm for all frequencies and overall azimuths and elevation angles. The SSL889XF is available in three versions. Model SSL889XF-1 has an integrated 61 mm ground plane and two mounting holes. Model SSL889XF-2 has a mounting collar, and model SSL889XF-3 is the antenna only and is attached using adhesive tape. All models have a female MCX connector. The SSL889XF antenna also supports Tallysman’s eXtended Filtering (XF) technology.
    Tallysman Wireless, tallysman.com

    Photo:
    Image: ComNav Technology

    Datalink Module
    Suitable for GNSS-based systems

    The U702 datalink module is a RX/TX data link module that supports the LoRa modulation technique. Its compact, surface-mounted design and robust electromagnetic compatibility enable easy integration into GNSS systems such as robotic lawn mowers. With the LoRa modulation technique, the U702 has low power consumption, reception power of 0.025 w, and a working distance up to 1.5 km. It also enhances the ability to protect GNSS systems against various interference — making it possible to have high reception sensitivity, a low error rate, and high reliable data transmission even in harsh environments.
    ComNav Technology, comnavtech.com

    Photo:
    Image: Cloud Ground Control/Advanced Navigation

    Fleet management device
    For air, land and sea vehicles

    CGConnect can securely connect UAVs and vehicles into one autonomous fleet across land, sea and air, regardless of manufacturer or model. This provides mission planners and operators with full situational awareness for search and rescue, emergency response and disaster relief. Artificial intelligence (AI) algorithms are running in the cloud, relaying real-time camera feed data to the end user to support missions such as object detection, tracking and thermal imaging. The flexible and customizable open platform is operating on industry standards, which multiplies potential product applications and enables diverse autonomous vehicles and payloads to operate as a coordinated fleet. High-grade security safeguards data and IP from vulnerabilities and security breaches, helping users meet compliance obligations. Additionally, CGConnect supports edge AI to perform intensive object identification and classification directly on the vehicle for dynamic missions. CGConnect is available for pre-order. An OEM option is available.
    Cloud Ground Control/Advanced Navigation, cloudgroundcontrol.com/advancednavigation.com

  • Carlson Software releases multi-application tablet and GNSS solution

    Carlson Software releases multi-application tablet and GNSS solution

    Photo:
    Image: Carlson Software

    Carlson Software has released the RT5 rugged tablet data collector and the RTk5 GNSS solution, which integrates the form factor of the RT5 with real-time kinematic GNSS performance.

    The Carlson RT5 is designed for surveying, stake-outs, construction layout and GIS mapping, and is bundled with Carlson SurvPC — the Windows-based data collection program. The RT5 can run SurvPC with Esri OEM for use in the field.

    The Carlson RTk5 adds an advanced GNSS solution to the RT5, enabling accuracy in a compact, light and versatile package. It comes with a custom-built pole and cradle, a survey-grade antenna, and a small portable helix antenna for handheld GNSS use. It is suitable for land surveyors, engineers, GIS professionals, and users in need of advanced GNSS positioning with an RTK rover.

  • Atwell acquires Dempsey Surveying Company

    Atwell acquires Dempsey Surveying Company

    Photo:
    Image: sorn340/iStock/Getty Images Plus/Getty Images

    On Dec. 28, Atwell, a Michigan-based, full-service consulting, engineering, and construction services firm, announced its agreement to acquire Dempsey Surveying Company, expanding business in the Midwest. The deal is expected to close on Dec. 31.

    The acquisition of Dempsey Surveying Company, based in Cleveland, Ohio, broadens Atwell’s presence in the Midwest and expands surveying capabilities, as well as other services, to new and existing clients.

    Dempsey Surveying Company’s services include topographic surveys, construction staking, boundary services, Federal Emergency Management Agency (FEMA) flood elevation certificates, surface model TINs, GPS services, aerial mapping, and UAV services. The company has a variety of clients across several industries and has maintained more than 50 years of survey records.

    This is Atwell’s third acquisition this quarter. In November, Atwell acquired Cross Surveying, a Florida-based land surveying firm, and Ben Dyer Associates, a Maryland-based engineering firm.

  • OxTS: Meeting accuracy demands

    OxTS: Meeting accuracy demands

    Mobile mapping using an OxTS xNAV650 INS and lidar sensor. Photo: OxTS
    Mobile mapping using an OxTS xNAV650 INS and lidar sensor. Photo: OxTS

    We discussed mobile mapping with Jacob Amacker, application engineer, OxTS.

    How do you define “mobile mapping” as opposed to “surveying”?

    We use the two terms interchangeably. Each one has a different connotation depending on where you are in the world and both can be useful. We use them to cover a broad range of use cases, but “mobile mapping” is used more specifically for land-based mapping of the environment. A typical application might be a van equipped with an INS [inertial navigation system] and lidar sensors.

    “Surveying” can be used a bit more generally, applying to aerial or pedestrian-based mapping, but it does have the connotation of static mapping, which we do not typically handle.

    What are your main markets for mobile mapping?

    It is very hard to say. The world of mobile mapping is so diverse. However, lidar mapping could be seen as both the largest and the fastest-growing market in the surveying world as lidar has become widely affordable. Although our technology can be used with any surveying devices, at OxTS we particularly like to use lidar and are focusing on getting the best results from lidar data. This has included making our own point-cloud georeferencing software to maximize the potential of our navigation data in making point clouds.

    What are the main differences between your devices for aerial mapping and for ground-based mapping?

    We use the same INS device for both ground and aerial mapping. For use on manned aircraft, we would always recommend our highest accuracy system with the best IMU, the Survey+. The main source of inaccuracy in survey data will come from the IMU error over the range to the objects. Because most of this range is the aircraft’s altitude, this error is quite significant. For land-based mapping work, the measurements provided by the lighter and smaller xNAV650 are still suitable for many high-precision applications.

    GNSS-INS integration has been done for decades. What is new and what are the remaining challenges?

    It is now much more affordable to have very high-grade IMUs and GNSS receivers. Nevertheless, there will always be further improvements to be made to how the data streams are combined. On a similar note, other navigation aiding sources are increasingly being considered to supplement the IMU and the GNSS receiver — such as wheel speed sensors, lidar, camera odometry and others that can also be integrated to stabilize and improve the navigation data. Overall, it is very exciting what is yet to come out of INS technology. In recent years, it has become so good that people expect more and more from it, and this demand must be met. What happens when GNSS drops out? We are seeing increasing development to make the navigation data robust against challenges of any environment.

    Given the IMU’s drift, for how long can your system function at an acceptable level in case of a GNSS outage?

    It is difficult to put a number on what kind of drift is acceptable, as it depends on the application and the end-user requirements. Typically, half a meter of drift in one minute of GNSS-outage might be the goal for some of the higher-grade surveyors. Still others might only be satisfied with negligible drift.

    What keeps the INS and the lidar unit synchronized during a GNSS outage?

    The INS has an internal clock to keep the timing during a GNSS outage. Of course, this will not be as accurate as the atomic clocks on the satellites, but it is quite adequate to maintain survey-grade accuracy during GNSS outages. GNSS is still necessary to get the timing information in the first place, and this is a reliance that INS devices will want to remove in the future.

  • High-rate RTK: Helpful or hypeful?

    High-rate RTK: Helpful or hypeful?

    Approaches to providing real-time kinematic (RTK) solutions at high rates have existed in various forms for decades, providing value for high precision applications. This technique is nearly universally adopted in the industry, and many surveyors may have been using it for years without realizing it. Yet there are persistent misconceptions about the subject. 

    By Gavin Schrock, PLS

    For many on the development side of high-precision real-time kinematic (RTK) GNSS, like those we interviewed for this article, the incorporation of high-rate solutions into their RTK products is a given — and has been for a very long time. Yet, in some end-user communities there may still be many question marks: Does my gear do it? Does other gear do it? What can it do for me? What are the pluses and minuses?

    We asked for insights from 10 prominent firms that develop and manufacture RTK-enabled high-precision GNSS solutions and equipment, spanning multiple applications:

    First, however…

    What is high-rate RTK?

    By high rate, we mean higher than 1 second (1 Hz) increments, such as 0.2 second (5 Hz), 0.1 second (10 Hz), etc. Part of the confusion about high-rate RTK is that there are two scenarios. One is transmitting corrections from a base or network at high rate, receiving and solving on-the-field sensors or rovers at a high rate (for example, 5 Hz base + 5 Hz rover).

    The other is base transmission of corrections at a lower rate and receiving/solving on the rover at a higher rate (for example, 1 Hz on the base + 5 Hz or more on the sensor/rover).

    While both can be valuable for different applications, what has been adopted as standard for most surveying, construction, agriculture and mapping applications is the latter.

    What are applications that would run the base and rover at higher than 1 Hz? “Moving Base” applications are prime examples, where you are seeking to resolve positions for one or more sensors relative to a base that is also on a moving platform. Think of a barge on the ocean where a helicopter (or rocket) might be landing. Here is a definition from the user manual for a popular OEM receiver that has been in many makes and models since 2003:

    “Moving Baseline RTK is an RTK positioning technique in which both reference and rover receivers can move. Moving Baseline RTK is useful for GPS applications that require vessel orientation. [For example, the] reference receiver broadcasts [correction] data at 10Hz, while the rover receiver performs a synchronized baseline solution at 10Hz. The resulting baseline solution has centimeter-level accuracy. To increase the accuracy of the absolute location of the two antennas, the Moving Reference receiver can use differential corrections from a static source, such as a shore-based RTK reference station.”

    Beyond such specialized applications, running the base at a high rate is a burden on radios or bandwidth. Additionally, as industry experts explain below, it is of little (or no) value and may only unnecessarily use excess bandwidth and burden broadcast radios.

    When would you run the base at 1 Hz and the rover at higher than 1Hz, such as 5Hz, 10Hz, or more? When the base is static. That pretty much covers nearly all surveying, mapping, precision agriculture and construction applications. What is meant by high rate in the sensor/rover receiver and its RTK engine, in the context of such applications? As one of the firms interviewed stated:

    “The number of RTK position fixes generated per second defines the update rate.”

    For most of the surveying, mapping, precision agriculture and construction applications, that means base 1 Hz + rover 5 Hz or 10 Hz. Then there are specialized applications, such as structural monitoring and geophysical studies, that may run sensors/rovers at 20 Hz, 50 Hz or (though rare) as high as 100 Hz. Whether a higher rate is a default, or 1 Hz is the default, changing the rate is almost always a user-configurable option.

    A general perception is that base-rover gear defaults to base 1 Hz + rover 1 Hz. However, as the experts below note, that is not necessarily the case — often the rover rate is higher by default.

    By any other name…

    The respective approaches, and their appropriateness for different end-use applications, may seem fairly straight forward. However, part of the confusion about the subject for end users comes from the wide range of terminology used to describe how high rate is applied across the industry.

    The understanding of processing approaches is clear among GNSS engineers, and in specific terminology, but this rarely gets translated well or consistently in terms meaningful to end users in documentation or marketing.

    Developers might have different approaches to achieving high-rate solutions and would of course not wish to completely reveal their cards, but many of the fundamentals are the same. A mutual recognition of parallel development among GNSS engineers, and the manufacturers they develop for, in that each strives to continually improve solutions, means that the high-rate element of RTK generally does not get much marketing hype.

    Often, when high-rate RTK does get laterally mentioned — in manuals, marketing or labeled as configuration options in GNSS field software — the mix of terms can confuse the user. Such terms as extrapolation, prediction, update rate and solution rate could evoke a negative connotation to an end user who is used to hearing one set of terms, and they might view otherwise like terms as contrasting terms.

    GNSS engineers do not have issues with mixed terms. As some indicated in their respective interviews, they seem a bit puzzled as to why anyone would misunderstand the subject, and how marketing spin might lead users to be confused.

    In recent years, the subject seemed to get discussed a lot more than usual in various high-precision end-user social media platforms. Perhaps this was a natural progression in growth of understanding of the nature of GNSS among these constituencies, and a desire to know more about what goes on in those black boxes — a positive thing. There may also have been some instances of marketing nudge.

    For whatever reason it became a subject of discussion, we heard from readers who asked us to look into it. So here, in alphabetical order, are insights from of the experts in this field. You can jump ahead to the specific section for your equipment vendor, but we encourage you to read through each; combined, they provide a more complete picture of the subject.


    Bad Elf

    With Larry Fox, VP for Marketing and Business Development

    Larry Fox uses the Bad Elf Flex. (Photo: Bad Elf)
    Larry Fox uses the Bad Elf Flex. (Photo: Bad Elf)

    Bad Elf has long provided GNSS solutions for aviation- and mapping-grade field applications. Several years ago, the company introduced a survey-grade-precision system, Flex. It is offered with an option for a modest initial investment in the hardware, and an innovative token system for enabling and operating at centimeter precision.

    Larry Fox has been in the industry for a long time and has seen the evolution of real-time GNSS. He is Bad Elf’s vice president for marketing and business development, but he also had a key role in the development of the Flex system. Fox said that, of course, high-rate RTK is supported. “We allow options up to 20 Hz on the rover if the user has this enabled.”

    For the approach of 1-Hz base and higher rates on the rover, he said that Bad Elf does not have a specific term for this. “For purposes of description, I could refer to it as high update rate, but I suspect high solution rate is pretty much synonymous.”

    Fox explained how the standard approach works. “The rover knows the location of the fixed base and therefore applies the same processing techniques by simply reusing the last received data.”

    He also mused about various hypothetical scenarios. “Given that the converse is also possible — a slow data rate from the base, say, 0.2 Hz at the base and 1 Hz at the rover — is there fundamentally any difference?”

    For many applications, Fox does not see a substantial advantage in running at higher rates: “I see no benefit for higher data rates in a static situation such as a survey. I would argue that in a survey workflow, one should allow the RTK algorithm to settle over the static shot being taken, as the RTK algorithm likely benefits from aging out some of the data it used while moving.”

    He adds, “I would suggest that once you have occupied a point for a modest amount of time and you remained fixed, I can’t see any benefit. My argument here is that by the time you have leveled and prepared your collector of choice, any decent RTK receiver with a good sky portrait and good corrections will not observe any benefit.”

    As for disadvantages and trade-offs, “More and faster data,” Fox said, “must be better, correct? Sarcasm included. Unless there is a tangible need for more samples, what is one going to do with all the extra data? I could have seen a possible argument that a single constellation receiver may benefit from averaging, but that could be a be a whole different subject as multi-constellation is now standard. Arguably, at a higher data rate one could capture more epochs and reduce the time on station. With multi-constellation receivers I am just not convinced that these techniques have the same merit they may have had in the past.”

    Bad Elf doesn’t  support higher correction transmission rates from the radio. “The current module only supports RTCM3 at a 1Hz rate,” Fox said. “Even if we could transmit faster, the payload required would exceed the capability of the message transmission rate of the radio. The battery life of a radio is directly correlated to the transmission duty cycle. The more you are transmitting, the less battery life you will have. I would argue this would impact the useful field time you would have without an external battery solution.”

    Fox notes that any application where a rover is moving — such as on a vehicle or for machine control — could benefit from high rate. “I could see a potential application for drones,” he added. “I would want to have the epoch of an image recording very tightly coupled to the image captured. Fundamentally, an RTK drone’s imagery is only as good as that. If one was taking video at any reasonable framerate, a higher frequency RTK GNSS may benefit the geolocation of more individual frames with less extrapolation.”

    What about rates higher than 20 Hz? “We have run our receiver up to 20 Hz on the rover side. Although there are units capable of even higher rates, I don’t have any data that would convince me that this is viable, for mapping or surveying.”

    I asked about some of the misunderstanding out there about high-rate RTK, and Fox replied, “We can be creatures of habit and tie ourselves to beliefs that ‘this is the way I did it and it worked then.’ People should always ask themselves the question, ‘do I still need to do it this way?’ Again, there is the premise that more is better. I can’t tell you how many times I have seen people collect very high-rate data for lines and poly features only to decimate the data because it reduced performance, increased storage, or lowered the performance of the apps rendering the data.”


    Emlid

    With Svetlana Nikolenko, Lead Application Engineer

    Svetlana Nikolenko with an Emlid GNSS receiver. (Photo: Emlid)
    Photo:Svetlana Nikolenko with an Emlid GNSS receiver. (Photo: Emlid)

    Emlid, a relatively new entrant to the market for high-precision GNSS, has made a splash with their line of affordable systems, such as the Reach RS2 rover and base-rover kits, and RTK systems for UAVs.

    “All our devices support this,” said Svetlana Nikolenko, lead application engineer. “We do not have a special term for this, as it is simply a standard. We recommend 5 Hz and higher for a moving rover, but it can be overkill for a stationary one.”

    Asked why one would want to run at high rate, Nikolenko explained, “The need to set a higher update rate depends on the rover’s velocity and acceleration. The higher the update rate, the more solutions per second are calculated. So, if you’re moving fast, the higher update rate simply allows you to keep your position current. If the rover is stationary, there are no issues with working at 1 Hz. Still, there is nothing wrong with running a stationary rover at 5 Hz or higher: it is excessive,  but produces more samples with different satellite geometries.”

    For moving applications such as UAVs, higher rates are of value. “It really depends on velocity,” Nikolenko said. “For example, if the rover is on a drone flying at a speed of 5-20 m/s and the update rate is set to 1 Hz, you won’t have the actual positions of the images. The higher update rate our devices have is 10 Hz, and at a drone speed of 20 m/s, even if you take photos each second (which might be a bit excessive), you’ll get accurate positions.”

    Using an Emlid receiver in harsh conditions. (Photo: Emlid)
    Using an Emlid receiver in harsh conditions. (Photo: Emlid)

    Emlid does not support a moving base. However, if there is a strong demand from users, they will consider adding this. For non-moving applications, Nikolenko said, an approach of broadcasting from the base at a high rate is excessive. “This increases the load on the radio (or any other connection link) because the base sends its position and corrections to the rover as often as it calculates it. Anything excessive simply adds load to processors and batteries.”


    CHC Navigation

    With Carlos Cao, Technical Manager for the Asia-Pacific region

    CHC Navigation, or CHCNAV, has steadily grown as a recognizable brand of GNSS and other geospatial products internationally. While the brand might be new to some in North America, in some regions of the world CHC has a substantial share of the market, selling hundreds of thousands of units over the past 15 years. The company develops its own solutions, but also incorporates OEM components. In all cases, CHCNAV has provided high rate as standard from its earliest days.

    Multi-constellation rover with tilt compensation. (Photo: Schrock)
    Multi-constellation rover with tilt compensation. (Photo: Schrock)

    Carlos Cao, technical manager for the Asia-Pacific region, said that his company supports the approach of broadcasting at 1 Hz and solving at higher rates on the rover. “For example, you can get coordinates every 0.2 seconds in the Landstar 7 Topo Survey software,” said Cao. “Meanwhile, with different OEM boards, RTK models and supported software, [the equipment] can also reach 10-Hz or 20-Hz static data recording and NMEA data output (including GNGGA coordinate data).” Their term for solving RTK solutions at a high rate on the rover is “high update rate.”

    This can bring advantages, specifically for moving applications, Cao said. “When you stake out, the 5-Hz update rate brings faster coordinate updates, especially when surveyors walk quickly. When you survey by time during movement, you can get denser points; while you survey by distance, the accuracy will be better if you are at high speed. For example, speed is 6 m/s, and you want to survey a point every 5 meters; 1 Hz update rate cannot do this with high accuracy.”

    When would 1Hz be sufficient? “Normally,” Cao said, “a 1 Hz update rate is enough for a topography survey because users won’t survey at a high speed, so our default setting is 1 Hz, though you can choose higher rates if enabled and as needed. Unless you are moving, however, such as when some surveyors mount a rover on a vehicle, there is no significant difference in the final results.” He added that running at high rates can drain the battery faster.

    Broadcasting at higher rates has several major issues. “With more satellites launched, especially BeiDou, correction data becomes much larger,” Cao said. “It means that network RTK requires more data flow, and UHF radio RTK needs a UHF modem that can send data at a high rate. It is a very big challenge for base RTK.”

    Meanwhile, notes Cao, “The rover could even have a correction age of 5 or 10 seconds, and it will use the previous package to calculate the position. Since 1-Hz base and 5-Hz rover can work without degradation of precision, there’s no need to change the base to 5 Hz.”

    Other applications CHC supports often use higher rates. “Navigation, machine control and precision agriculture normally use a 10-Hz, 20-Hz or 50-Hz update rate,” Cao said, “because these devices work under high-speed movement status, especially navigation. Also, they need to combine with high-update inertial measurement unit (IMU) data. The max update rate is 50 Hz. Normally the application data for these uses is NMEA data output by COM port or TCP/IP protocol. For surveying applications, such as topography, 1-Hz base and 5-Hz rover is enough. For other applications that need higher rates, we also provide such devices.”


    Hemisphere GNSS

    With Kirk Burnell, Senior Product Manager

    Kirk Burnell
    Kirk Burnell

    “At Hemisphere, we simply refer to this as RTK,” said Kirk Burnell, senior product manager for Hemisphere GNSS. Burnell added that they do not have any special term for this — it is simply a standard.

    We were discussing specifically the approach of solving on the rover at higher rates than the base corrections. “All Hemisphere RTK products can work in this way, meaning corrections can come in at 1 Hz or slower, and rover output can be at 1 Hz, 5 Hz or 10 Hz as the user sees fit and as the application demands.”

    Hemisphere develops GNSS and multi-sensor solutions for many industries: surveying, construction, agriculture and more. While Hemisphere has its own branded survey rovers, its OEM boards are in many other popular rover brands, makes and models. So, whichever you are running, you get high rate as a standard option.

    Hemisphere's receivers are frequently used in construction applications. (Photo: Hemisphere GNSS)
    Hemisphere’s receivers are frequently used in construction applications. (Photo: Hemisphere GNSS)

    Burnell explained further that this is a given in the industry. “This is the standard expectation for RTK amongst our competitors, based on their product offerings, documentation, and standard operation. When describing RTK, the expectation is for 1-Hz base-station corrections, and a user-selectable rover output rate. Understandably, when people discuss RTK in technical terms, they may use different phrases to help distinguish between different techniques, which is why there might be different phrases out there. For us, it is simply RTK.”

    As for the benefits of high rate, Burnell explained that inside the receiver, the measurement engine and RTK algorithms are typically running at 10 Hz or 20 Hz, and the selected output rate of the solution does not impact the RTK engine’s performance. The receiver will fix as fast and as accurately as possible given the quality of the RTK correction stream. Survey users could see a smoother update rate on their screen using 5 Hz compared to 1 Hz. This makes such tasks as leveling the rod or watching the change in height on screen while moving from the bottom to the top of a curb feel more natural. The user is not waiting an extra second each time to see the stability of the output. “A 5-Hz update rate is a good tradeoff for smooth workflows versus consuming CPU and battery power, compared to 10 Hz or 20 Hz,” he explained.

    Would there be a disadvantage to simply running the rover at 1 Hz? “When using a 1-Hz update rate to the data collector, there will be fractions of a second spent waiting for the screen to update,” Burnell said. “Over the course of a day’s work, this could add up to a few minutes of extra time spent. In reality, this does not impact the ability to deliver a job on time. If the user does not feel impeded by the slower update rate of the screen, there is not a significant difference between the quality of the data, comparing 1 Hz and 5 Hz.”

    Addressing one misconception that some users have about high rate, that it might significantly improve precisions, Burnell clarified, “For classic RTK surveying, outside of the workflow differences for the surveyor, the same quality of data is produced.”

    Disadvantages? “Once you move beyond 5 Hz you start to exceed people’s hand-eye coordination ability, and the benefits diminish,” said Burnell. “Additionally, the data collector has a lot of communication to process, data to unpack, calculations to do, and screen refreshes to accomplish. Faster than 5 Hz leads to stresses in these aspects of the user experience, and ultimately can consume the data collector’s batteries at a faster rate.”

    There have been instances of high rate being marketed as enabling users to save a lot of time, but as Burnell noted, this might actually be a potential problem. “There could be a false sense of having no latency, which could lead to rushing through a job, increasing the chances of making a mistake. A surveyor’s observations and measurements are the currency of their trade, and they should be made with care and attention to the work being done. Most surveyors take pride in a job well done.”

    Regarding the other scenario, broadcasting at a high-rate and solving on the rover at the same high rate, “This mode of RTK operation has little or no benefit and a host of drawbacks,” Burnell said. “The biggest issue is the volume of data. For a multi-frequency multi-GNSS solution, there is an immense amount of data to be transmitted from the base to the rover. Running a link at 5 Hz requires huge data bandwidth generally only possible using an internet link as compared to a 450-MHz or 900-MHz radio link. Drawbacks for internet links are data volume costs. For dedicated radio links, the issue is most likely to impact radio range. To send five times as much data, the over-the-air baud rate needs to be five times greater. This means that the energy per bit of data is five times less when at high speed. The signal will lack the ability to punch through obstacles. While some may suggest that having five times as many corrections reach the rover compensates for this, some radio protocols can be configured to transmit multiple retries with 1-Hz data.”

    However, there are advantages to running at higher rates for specific applications, Burnell said. “If data is being collected in a kinematic fashion as compared to shooting individual points, there will be more detail when collecting at 5 Hz. For example, driving along a road with a receiver mounted to the roof, in 1 minute of driving there will either be 60 measurements at 1 Hz or 300 measurements at 5 Hz. For many non-survey applications, this is critical. For example, at highway speed, 1-Hz data means 1 point every 30 meters (100 feet) or so. In machine control, the systems are not relying on hand-eye coordination and reaction time, and 20 Hz or 50 Hz are common speeds. Autonomous applications also typically use between 10 Hz and 50Hz for GNSS, and often combine this with 100-Hz or 200-Hz IMU data. Aerospace and defense applications have demanding conditions and use 100-Hz to 200-Hz IMU data to navigate, often combined with 1-Hz, 10-Hz or 20-Hz GNSS data.

    There are even some applications for which it is warranted to broadcast corrections at rates slower than 1 Hz. “One example was a user in Japan, where radio links are often throttled to 4800 baud,” said Burnell. “They were looking to see how to slow down corrections to less than 1 Hz so that they could take advantage of multifrequency multi-GNSS RTK. Another example: I recently asked for some 10-Hz rover data for analysis. With very large files, analysis took much longer — I wished I had asked for 1-Hz data!”


    Hexagon | NovAtel

    Hexagon | NovAtel is a prominent tech firm providing positioning, navigation and timing (PNT) solutions for multiple industry segments, including defense, surveying, construction, agriculture, autonomy and more. While GNSS is a core technology, NovAtel develops multi-sensor systems (including inertial) and has a broad reach with its OEM products. Surveyors, for instance, might not be familiar with NovAtel first-hand, but have likely used its technology via NovAtel’s many OEM customers.

    Iain Webster
    Iain Webster

    Iain Webster, senior director of Geomatics and Software Engineering for NovAtel, said that not only does NovAtel support high-rate RTK, but the customer can choose the position output rate desired — 1 Hz, 5 hz, 10 Hz, 20 Hz, etc. — and the receiver will output RTK positions at that rate.

    “We distinguish between a matched solution (where a correction is matched with a rover observation at the same time tag), and a low-latency solution, where base observations are extrapolated for position computation at the rover,” Webster said. He provided a description from a company manual:

    “The RTK system in the receiver provides two kinds of position solutions. The Matched RTK position is computed with buffered observations, so there is no error due to the extrapolation of base station measurements. This provides the highest accuracy solution possible at the expense of some latency, which is affected primarily by the speed of the differential data link. The MATCHEDPOS log contains the matched RTK solution and can be generated for each processed set of base station observations.

    The Low-Latency RTK position is computed from the latest local observations and extrapolated base station observations. This supplies a valid RTK position with the lowest latency possible at the expense of some accuracy. The degradation in accuracy is reflected in the standard deviation. The amount of time that the base station observations are extrapolated is in the “differential age” field of the position log. The Low-Latency RTK system extrapolates for 60 seconds. The RTKPOS log contains the Low-Latency RTK position when valid, and an “invalid” status when a Low-Latency RTK solution could not be computed. The BESTPOS log contains either the low-latency RTK, PPP or pseudo range-based position, whichever has the smallest standard deviation.”

    NovAtel does not brand this as a specific feature — it is just a standard part of its RTK solutions, but the company refers to it in their documentation as a “low-latency” solution.

    The main benefit of this solution, Webster explained, is for kinematic users to allow better representation of their actual trajectory (such as in applications on moving vehicles). “The higher the dynamics, the more impact the latency of the matched solution will have to the point that we recommend the low-latency solution to all but specialist customers with known static positioning needs. For surveyors, there may be improved workflow with the low-latency solution as they will be able to move from point to point more quickly.”

    NovAtel produces GNSS and inertial hardware and software, including OEM boards, for multiple applications. (Photo: NovAtel)
    NovAtel produces GNSS and inertial hardware and software, including OEM boards, for multiple applications. (Photo: NovAtel)

    Webster noted that for applications where the rover is static for observations, 1 Hz can be fine, but for moving rover applications — kinematic — running at 1 Hz is probably unacceptable, so low latency is quite standard.

    Additionally, he pointed out, there are applications where longer periods between corrections may not necessarily be detrimental. “Note that some manufacturers, including NovAtel and Leica, offer the possibility of using PPP corrections to extend RTK solutions beyond, for example, a 60-second timeout,” Webster said. “There are various proprietary methods to achieve this, but ultimately the RTK solution could be extended without limit in this way.”

    Are there tradeoffs to using extrapolation or other high-rate approaches? “With corrections coming in at 1 Hz,” Webster said, “there is very little error over that period, so for most users, there is little disadvantage and perhaps some productivity advantage with a higher rate. If there is any trade-off, it is between getting the highest accuracy possible versus the lowest latency solution.”

    As for the other scenario — the base broadcasting at greater than 1 Hz and the rover solving at greater than 1 Hz“There is little advantage,” Webster said, “except in some specialized applications such as when the base is moving (called moving baseline) to provide a cm-level baseline between the base and the rover for relative positioning. For typical surveying applications with a static base, the rover would have to wait until the corrections arrived before outputting a solution. Other downsides include increased bandwidth on the communication link and more loading on the rover CPU, meaning lower battery life.”

    What are the non-surveying applications where a high rate (in either scenario) can yield a specific benefit? Webster noted that, in fact, they deal mostly with non-surveying applications. “Most use cases need 10 Hz or 20 Hz for machine control or precision ag. We do have some very specialist applications that have required up to or beyond 100 Hz — but it is often best in those cases to do a GNSS/inertial navigation system (INS) solution and use the IMU to output at that a high rate. As previously mentioned, there are other specialist applications where the base is moving. In this case, we run a matched solution at a high rate between the base and the rover.”


    Leica GeoSystems

    With Xiaoguang Luo, Senior Product Engineer, GNSS Product Management Group 

    Rover with calibration-free tilt compensation and camera-based offset point capabilities. (Photo: Schrock)
    Rover with calibration-free tilt compensation and camera-based offset point capabilities. (Photo: Schrock)

    Leica Geosystems (part of Hexagon) has been a major global developer and manufacturer of GNSS systems for multiple disciplines for several decades, introducing its first GPS receiver, WM101, in 1985. Since then, Leica has been among the leaders in GNSS receiver innovation, including integrated systems such as a rover that incorporates calibration-free tilt compensation and an image-point capture feature (GS18 I). Therefore, it is no surprise that for Leica Geosystems equipment features high-rate RTK as standard.

    Xiaoguang Luo is a senior product engineer in the GNSS Product Management group at Leica Geosystems. He confirms that this option is supported in all Leica Geosystems RTK rovers of the current product portfolio, and this option is enabled by default in the Leica Captivate (surveying field) software. A term Leica Geosystems uses is prediction for its high-rate RTK approach.

    Xiaoguang Luo
    Xiaoguang Luo

    The standard positioning rate is 5 Hz on the rover. “As far as GNSS processing is concerned, there is no fundamental need to go to higher positioning rates,” Luo said. “The need for high rates is mainly driven by applications. For example, we are using the 5-Hz position update rate at the rover by default for an improved staking workflow and user experience. The 10-Hz rate is also supported in Captivate, for example, when streaming NMEA messages.” He added that 10 Hz is supported for other applications, such as structural monitoring, and 20 Hz for machine control.

    As for the advantages of a rate higher than 1 Hz, Luo said that working at high observation and solution rates enables the possibility of modeling fast-changing error effects with a period below 1 second, and allows for high-rate non-surveying applications such as bridge monitoring. Does a high rate have any significant effect on the final results? He said that it strongly depends on the use case where high-rate observations and positions are involved. In addition, the quality of prediction also affects the final results.

    Bernhard Richte
    Bernhard Richter

    By this he means that while the standard approach for applications where the base is stationary, such as surveying, can work so well with a base data rate at 1 Hz and rover at 5 Hz, the key conditions do not change much over a single second.

    Luo’s colleague Bernhard Richter, vice president of geomatics, explained it. “To understand this, you need to separate the elements of corrections into those that are fast changing and range dependent (see the graphic below). If the errors change slowly, then they can be estimated and predicted very well. Or, if the range dependency is low, errors could come from a different source than the base station. If the range dependency is medium or high, then the corrections are more difficult to estimate on the rover side, but if such errors change very slowly, they can still be predicted very well with the precondition that corrections have been received at least once.”

    The rate of change and dependencies for the elements of corrections. (Source: Leica GeoSystems)
    The rate of change and dependencies for the elements of corrections. (Source: Leica GeoSystems)

    You’ll notice that multipath is high in both regards. This brings up another misconception about high-rate RTK — some users have an expectation that it will improve their performance in limited sky-view situations (like thick tree canopy) or high multipath environments. This is not so. Any improvements in such environments come from having more satellites, more observations, and more modernized signals. With regard to high-rate and multipath, Richter said, “It is anyway futile, since multipath decorrelates so quickly that the advanced mitigation has to happen both in an analog and a digital way on the rover.”

    While there are benefits to running at high rate, such as for staking, a balance has to be struck — for instance, in not running it at too high a rate. Luo outlined disadvantages that must be considered when performing high-rate RTK.

    • High processing load and battery drain, particularly with multi-constellation and multi-frequency RTK.
    • High temporal correlations between observations, which may not be considered in a sophisticated manner in the RTK algorithms.
    • High base rates provide challenges for the RTK data link devices, such as radios.

    In addition, he noted that while any kind of predictive solution will introduce some amount of error, that would be so small in, for instance, a base data rate at 1 Hz and rover at 5 Hz solution, as to not even be noticeable in the positioning results.


    Septentrio

    With Bruno Bougard, Research and Development Director 

    Bruno Bougard
    Bruno Bougard

    “Our rover solution computes RTK up to 100 Hz,” said Bruno Bougard, R&D director at Septentrio. “Update rate requirements for industrial machine control applications are typically 20 Hz. This is necessary to capture the motion dynamics. Also, it is not only the update rate that matters in those applications, but also the latency, which should be low (<20 ms typically) and constant.”

    Septentrio NV is a designer and manufacturer of high-end multi-frequency GNSS receivers and integrated solutions. Markets they serve include surveying, mapping, construction, science, timing, agriculture, marine, autonomy, and more — all with specific applications where high-rate RTK may be employed They also provide OEM boards and modules for further integration by others.

    Surveying users for instance may be familiar with their Altus line of rovers, such as the NR3, where high rate is a standard option. “There are new applications where a higher update rate is required,” said Bougard. “Surveying with UAV, using photogrammetry or lidar scanning requires at least 10Hz. In mobile mapping in general, RTK-INS solutions such as SPAN, Applanix or Septentrio SBi, require update rates up to 200Hz.”

    Bougard acknowledged that manufacturers use many terms for their high-rate solutions. “Some may be used to masquerading a low-rate solution as a high-rate one. This is not what we do. The rover observables are captured at high rate and can be up to 100 Hz. The rover RTK filter is also run on high rate. Fixed base-station data does not have to be high rate. 1 Hz is typically enough. For moving base applications — for example, when the base station is on another vehicle, and we want to compute the baseline between the moving base and the rover — 10 Hz is required.”

    Bougard said that the benefit is to track the motion of the rover. This is critical in machine control, but also relevant for new survey flows (such as UAV-based and mobile mapping). The disadvantage, he explained, is that it requires higher CPU loads. “Suppliers, who focus on cost, tend to compromise on this, notably running higher rate only for a subset of the constellation or signals. We use them all.”

    Is running the base station at a higher rate advantageous? “It is possible to increase the output rate of our base station correction stream but, as explained, this is not needed if the base is static,” Bougard said. “This is applicable to moving base scenarios as explained above. Indeed, if you increase the base-station correction rate, the bottleneck becomes the datalink.”


    Tersus GNSS

    With Xiaohua Wen, Founder and CEO, Tersus GNSS

    Xiaohua Wen with a Tersus GNSS receiver.
    Xiaohua Wen with a Tersus GNSS receiver.

    Xiaohua Wen, based in Melbourne Australia, is the founder and CEO of Tersus GNSS, another new entrant in the centimeter-grade GNSS market. One distinction about Tersus is that the company has developed and produces its own GNSS boards, instead of using OEM boards from other companies. Tersus implements its own tech, including GNSS receivers and IMUs in its own survey rovers, such as the Oscar, and for other high-precision applications. Additionally, it produces OEM boards for integration by others. Tersus entered the market with full multi-constellation support and, of course, high-rate RTK options, and has recently announced a PPP (precise point positioning) service.

    “Our RTK boards support up to 20 Hz,” said Wen. “Often, surveyor will choose 5 Hz. We do a 5-Hz solution in this manner: the baseband takes raw measurements at a wanted moment, say at 1.2 s or 1.4  s, and RTK calculates solutions with the raw measurements. We understand that some older solutions might simply extrapolate or interpolate based on a position and velocity sequence, which is sometimes called predicted RTK or extrapolated RTK (though those terms get used in different ways by different developers). That is not how we approach our RTK solution updates. All Tersus RTK boards also support a maximum 20 Hz raw measurements outputs.”

    Multi-constellation rover with calibration-free tilt compensation. (Photo: Schrock)
    Multi-constellation rover with calibration-free tilt compensation. (Photo: Schrock)

    We asked about some of the advantages users may envision of high-rate RTK in general. Wen said there may be little or no gain with regard to faster initializations. Likewise, there is no significant gain with precision and accuracy. However, Wen said that higher rates can sometimes improve staking workflows. “For example, in the case of our Oscar rover with tilt compensation, the RTK outputs solutions at 10 Hz, while the IMU samples at 100 Hz. Oscar calculates the pole tip’s position at 10 Hz, aligned with the RTK solutions, and the data controller or tablet displays the point of the pole tip on the screen. We find that the point better refreshes at 2 Hz or higher to respond to the pole tip movements without noticeable lagging.”

    That movement is an example of a key value of high rate,“Speed or movement,” Wen said. “For surveying applications, I would say that 1 Hz could suffice, considering the characteristic very low speed. Usually, applications like machine control and precision agriculture require an RTK update rate at 5 Hz or higher. Some UAV applications may use a 100-Hz position update. Most of these applications use an INS+RTK solution. With INS, it’s easy to get a 100-Hz position update, while for an RTK solution, a rate of 20 Hz is probably enough.”

    Wen said that broadcasting corrections at a higher rate is pointless for most applications, “because the base data is highly correlated in the short term. If it’s a moving base, the high-rate base data would make some sense. Otherwise, it just imposes a greater load on communications and computation, with almost no gain.”


    Topcon Positioning Systems

    With Alok Srivastava, Director of Product Management

    Alok Srivastava
    Alok Srivastava

    “It is a standard option in our rovers,” said Alok Srivastava, senior director of Product Management (PM) at Topcon. “Around the time I joined the PM team, in 2010, the decision was made to make 10 Hz the standard, though this is user configurable and can be 5 Hz, 20 Hz, up to 100 Hz.” He explained that faster rates have been available through several generations of their receivers.

    Typical applications consist of a static base and a moving rover. Fast-moving applications can benefit from higher rover position update rates since the RTK engine is computing real positions at a faster rate. Higher rates on the rover side provide accurate changes in position that can be missed by interpolating between positions computed at a slower rate.

    A Topcon multi-constellation rover with tilt compensation. (Photo: Schrock)
    A Topcon multi-constellation rover with tilt compensation. (Photo: Schrock)

    High update rates on a base station do not provide advantages except in rare cases where the base is moving. While rovers are computing movements of the rover antenna, base stations are providing GNSS satellite corrections. A rate of more than 1 Hz for a static base station does not benefit rover accuracy; it only creates a burden on the communication between base and rover. Base and rover communication needs to be optimized to reduce bandwidth requirements. This is especially true as we continue to add constellations and signals to GNSS solutions.

    Sufficiently high rates have been standard on Topcon rovers for a long time. Srivastava would rather see more focus put on other aspects of GNSS — such as interference, spoofing, the impacts of 5G, precise point positioning (which Topcon provides through its Topnet Live service) and sensor integration. “In many of our construction applications, we have IMUs,” Srivastava said. “When an application has an IMU for tilt compensation or for machine control, the IMU and GNSS complement each other. In kinematic mode, the IMU can help reject outliers.”


    Trimble

    With Stuart Riley, Vice President, Technology – GNSS

    Headshot: Stuart Riley
    Stuart Riley

    “High rate can be considered a common default mode of operation,” said Stuart Riley, vice president, Technology – GNSS, Trimble. “Typical rover position solution rates are 5 Hz, 10 Hz and 20 Hz.”

    Trimble is one of the pioneering companies in GPS and GNSS, and Riley has been directly involved in the evolution of the company’s GNSS solutions for more than two decades. He has seen a lot of change, and in noting the nature of key technological advances, offered this intriguing observation about high rate: in many ways it has become less relevant.

    “There have been considerable advances in RTK technology in recent years that make many of the earlier concepts related to how base and rover data should be combined for baseline processing largely irrelevant,” said Riley. “Most recently, survey receivers have included INS support for tilt compensation applications, and these receivers have available high-rate IMU data — at a much higher rate than GNSS observables — which drive the final GNSS/INS integrated solution. Thus, the rover GNSS data rate is not so important.”

    Riley noted another relevant technology that Trimble has implemented: the use of precise satellite clock and orbit corrections — such as from the Trimble RTX precise point positioning (PPP) service — to augment RTK when there is a loss of the base correction stream. The implementation of PPP is broadening across the industry, and the company was an early implementer of a global service. It has the RTX-based xFIll feature that runs on and high-end survey receivers. One of the misconceptions about PPP services such as xFill is that it is just there to “take over” should the RTK or NRTK corrections be interrupted. Yes, it does that as well, but to be able to do that, it is running all the time, simultaneously with the RTK, so the rover is getting these enhanced PPP service clock, orbit and other data. This improves what the rover can do. “The emphasis in modern survey receivers,” Riley said, “is based more on the availability of rover data, and a fundamental base data rate of, say, 1 Hz, is all that is required.”

    Along with various advances in the rover RTK engine, the GNSS constellations have expanded considerably, requiring increased bandwidth for the corrections from base to rover. “Our products can use various communication technologies to transmit corrections, such as Wi-Fi, cellular, and UHF (450 MHz or 900 MHz) radios,” Riley said. “Maintaining a 1-Hz correction rate enables all the GNSS observables to be broadcast from the base, providing a suitable highly compressed data format such as when Trimble’s proprietary CMRx format is selected.”

    Many terms are used in the industry, and they typically refer to some proprietary aspect of an RTK engine. Riley said that a generic term would simply be high update rate. “Providing the position is based on the most current phase observables at the rover, a low latency solution is possible,” he said. “Thus low-latency solution goes hand-in-hand with a high update rate. Predicted RTK may refer to an old method where the static base corrections are propagated forwarded to account for radio latency and thus synchronize base/rover data. This is not used in modern PVT (position, velocity, time) RTK engines.”

    Calibration-free tilt compensation. (Photo: Benchmark Surveys)
    Calibration-free tilt compensation. (Photo: Benchmark Surveys)

    High rate on the rover is standard, but what benefits should the user expect from it? “A fast update rate provides the best user interface experience in the field, in particular for stakeout,” Riley said. “Quite simply, nobody wants to be working with a laggy display. For survey field work, 5 Hz is typical. Other applications, such as machine control, benefit from higher update rates where a default of 10 Hz would be used, with options for higher rates.”

    If the user chooses 1 Hz on the rover, what would be the downside? “Running at a 1-Hz rate is not really suitable for stake out,” Riley said. “For occupying static points, 1-Hz updates would suffice, as a typical occupation has a minimum time of 1 or 2 seconds. Very high rates for survey applications do not really buy anything in terms of field look and feel or performance.” I asked him about any points of diminishing returns, and he responded, “The higher the rate, the wider the measurement bandwidth (that is, the noise increases — you cannot get something for nothing), so in fact going for an unnecessarily high rate would start to be a disadvantage. For example, there would be no advantage to using a 50-Hz or 100-Hz rate for a land survey application. There is a relationship between measurement bandwidth and position noise.”

    When is a high base rate a good idea? High rates are supported for some machine control and “moving base” applications where the reference frame has to move with the moving base, Riley said. In this case, the base and rover observables must be synchronized and the final solution has a fundamental latency depending on the base rate. For this reason, moving base rates are more typically 10 Hz or 20 Hz. For a static base, it is possible to use a higher rate. However, as Riley noted, “It’s more likely that a lower rate such as 0.5 Hz might be desirable to accommodate the radio when using repeaters (time multiplexing the data) or low data rates. There are disadvantages to high base rates, mostly related to radio bandwidth. Other factors, such as ‘high rate = more radio transmit power’, may need to be considered (affecting battery life).”

    Are there other cases for even higher rover rates? “As mentioned, machine control applications use higher rates — necessary to reduce position latency in control loops,” Riley said. “Other applications such as UAVs and autonomous driving clearly benefit simply because of the speed of the platforms (higher dynamics). Precision agriculture is an excellent example of machine control, where auto guidance is used. Although high rates are possible, nearly all applications manage perfectly fine at rates up to 20 Hz. A more important consideration is system performance in terms of positioning accuracy and convergence times, which is dependent on the technology used in the PVT engine, such as Trimble ProPoint technology, rather than the correction stream data rate. ProPoint also includes xFill, as mentioned earlier, which provides centimeter-level backup for continuous operation when RTK or VRS correction streams are interrupted.”


    Other Manufacturers

    This was only a sampling of the developers and manufacturers, but it should be noted that several of the above firms produce OEM boards featured in dozens of other brands and models, such as Carlson and GeoMax. To try to list them all would be a challenge and might be missing a key point: high rate is quite standard, is not big news anymore, and you probably have it by default (or optional) no matter what system you are using.


    Hypeful

    As the insights the from industry experts above show: high rate can be essential for many applications, but unnecessary for others. It seems more about user experience (staking workflows or moving rover) than some way to seek higher precision.

    Additionally, to borrow the gaming term hypeful, some users believe (or have been led to believe) that running at high rate will yield higher precision or work some kind of magic in dense tree cover or high multipath environments. Some may argue that it could get a result faster, but in practical terms even that might not be the case.

    High rate has been around for a long time. And like any tech, has gone through different development and adoption phases. Think about automatic transmissions for motor vehicles; they have been around in one form or another for more than a century. There was a period in the mid-20th century where the development of different approaches was promoted in marketing campaigns with fanciful product names, like Durashift, Presto-Matic, Geartronic and Torque-Flite. But rarely do you see auto transmissions highlighted with such marketing flourish since then.

    High-rate RTK was never singled out like that; it is common, and any differences are mostly in how it has been adapted for different applications. I suppose a firm could choose to emphasize it for marketing purposes and give it a buzz name like “Turbo Thrusted RTK”, which his fine for marketing purposes (albeit a bit “cheugy”).  Every developer and manufacturer will have slightly different approaches, but if you believe, or are led to believe, that any represent high-rate fundamentals exclusively, that would be inadvertently misleading, if not subtle gaslighting.

    As one of the experts said, “It does not really matter what manufacturers claim or don’t claim. You cannot beat physics. You can only understand and manage the physics.”

    Coolness Ahead

    While high-rate might seem a bit old hat, where GNSS development is going is not. The developers we interviewed are more interested in highlighting their complete high-precision solutions. For example, adding inertial measurement units (IMUs) for no-calibration tilt compensation, additional sensors for imaging (and likely soon, lidar), and multiple real-time GNSS solutions complimenting RTK, such as L-band precise point positioning (PPP).

    The “high-rate” that is truly exciting is that of R&D, multi-sensor integration, automation of certain elements of workflows, artificial intelligence and multi-constellation/multi-signals.

  • Topcon’s MAGNET7 construction and survey software out now

    Topcon’s MAGNET7 construction and survey software out now

    Survey and construction software suite MAGNET7 is now available from Topcon, using cloud-based connectivity to streamline workflows through GNSS receivers and other equipment.

    Photo: Topcon
    Photo: Topcon

    Survey and construction software suite MAGNET 7 is now available from Topcon Positioning Group.

    MAGNET7 uses cloud-based connectivity to streamline workflows through GNSS receivers, total stations and other positioning tools and instruments. It addresses common needs to increase productivity, efficiency and profitability levels across the job site.

    The software is also designed to improve accuracy while efficiently managing data and collaboration — in real time — with the project team.

    Enhancements in the MAGNET7 field version improve 3D model support, reporting and interactivity in working directly on a visual map. Also improved is data handling for large and complex 3D projects.

    Productivity features include an ability to connect to the newest version of the Sitelink3D job-site monitoring and management system. This enables office personnel to send machine models via the web portal directly to machines on site.

    The new connection also allows access to the Haul Truck app, which dramatically improves efficiency in the mass-haul environment by sending real-time data — including haul volumes and truck locations — directly to the master schedule.

    MAGNET7 provides new capability for calculating the International Roughness Index (IRI), a valuable indicator for resurfacing projects. The IRI data exports directly to ProVAL formats, commonly used in the paving industry, to report and validate road-surface smoothness against government guidelines.

    Also provided are enhanced terrain-modeling capabilities for surveyors and an overall increase in file-type capability.

    Addressing COVID-19

    COVID-19-related demands placed on construction and survey professionals underscore the need for comprehensive, integrated software solutions to meet those challenges head on, according to Alok Srivastava, senior director, product management.

    “The push to ramp up production levels and increase efficiency, while operating profitably, has never been greater,” Srivastava said. “Our suite — made up of field software, cloud services, tightly integrated office software and third-party integrations — is a key component of our digital ecosystem, all designed to enhance productivity in the field while helping the office efficiently manage the project dataset. It does so by tapping the power of integrated solutions to provide end-to-end workflows, superior data exchange and a far better level of collaboration.

    “We’ve long recognized that many of the basic needs and challenges of today’s survey and construction disciplines are similar. With that in mind, this solution provides compatible, comprehensive, connected answers to many of those shared issues.”

    “The need for digital connectivity, both on site and between the office and the job site, has never been greater,” Srivastava said. “With the continued push toward digitization in all facets of their jobs, today’s construction and survey professionals regularly risk loss of efficiency — and the financial costs associated with it — due to issues of incompatibility between equipment and systems. This upgrade of the MAGNET suite of productivity solutions takes connected field and office management to a new level, making the long sought-after ‘end-to-end workflow’ a reality while helping projects stay on schedule and under budget.”

  • The year 2020 and the surveyor: What we learned

    The year 2020 and the surveyor: What we learned

    If there were ever a time to sit back and reflect on things that have happened in the last calendar year, the year 2020 will be the poster child for the next few generations (at least I hope so…). Because of several things that have happened worldwide in the profession of surveying, let us take this opportunity to look back on a year that was filled with new equipment, emerging technology and government interaction that will have a lasting effect on our surveying horizon.

    Look at all of these wonderful toys

    There was no shortage of introductions to new equipment for surveyors, especially in the GNSS receiver market. While combining GNSS capability with an inertial measurement unit (IMU) is not a new concept, the Big Three of Leica, Topcon and Trimble introduced new or upgraded versions of their latest receivers taking full advantage of the technology. The benefit of having the IMU integrated within the receiver is the ability to “tilt” the instrument yet having the calculated position remain at the tip of the receiver pole.

    Photo: Trimble
    Photo: Trimble

    Leica, however, takes the tilting feature to another level with an integrated camera that allows for close-range photographs to capture additional information through remote sensing software. The data extracted from the photographs can be simple points (and verified in the data collector while in the field) or point clouds that can be integrated into larger projects through the Leica office software.

    These new receivers, along with upgraded models from smaller providers, have opened the GNSS market to many more users well beyond surveying. The combination of more capability through advancing satellite constellations, more robust processors, and reduced receiver sizes have continued to drive GNSS positioning growth.

    Photo: Hexagon
    Photo: Hexagon

    Manufacturers are using these increased capabilities to promote better coverage to obtain positions under heavier canopies and less likelihood for multi-path errors. While I remain cautious about these claims of increased coverage, I also maintain that with any tool, measurements and positions must have proper and appropriate validation. However, I am impressed that the technology continues to advance with what was once seen as only applicable to the open sky.

    Not all the new technology has emerged through the GNSS receiver product lines; several less visible but valuable features have been introduced within the robotic total station lines. The manufacturers continue to push their equipment to react faster, stay locked on targets better, and provide more reliable solutions to data collection and construction layout. Data collectors continue to evolve with larger screens and more software capability, with some rivaling their desktop counterparts.

    As cellular networks grow in both size and speed, more direct connections between field and office are being made with faster response time to data transfer. Data collection can take place in the field and be analyzed by an office technician as it happens. Go another step further and add an aerial background image to the collector and/or the office computer; now each team member can confirm that the information being collected is sufficient for the project in real-time.

    Another technology that continues to advance is remote sensing, with more devices being introduced and with increased software capabilities. Besides new and upgraded offerings from the surveying-based manufacturers, other device makers are introducing products that offer remote sensing to the masses. The biggest news in this arena was the announcement from Apple that the iPhone 12 Pro and iPad Pro would come equipped with lidar sensing technology along with incredible photographic capabilities.

    While there does not seem to be specific apps developed for surveyors at press time, it is safe to say that there will be in short order. It is also a safe bet that having this capability on a mass-produced device will put pressure on the surveying and mapping equipment manufacturers to be cost-competitive on their own proprietary devices or risk losing out on market share.

    UAVs continue to be the fastest-growing segment of the surveying industry. More vehicle, sensor and software providers are coming to market to offer the surveyor a variety of choices. DJI continues to lead the way in the multi-rotor category with new products and sensors while other manufacturers are embracing the fixed-wing and vertical take-off and landing (VTOL) platform for greater range.

    Just like their automobile brethren, flight time continues to increase with discoveries of new battery compositions and weight considerations. The sensor market is expanding to include more affordable lidar units, as well as new technology in multispectral identification, gas and noxious odor detection, and much more.

    Software developers, too, continue to refine and expand the features found in their geospatial offerings with advancing technology and programming. Google Maps is the default navigation app for many smartphone users, but like anything utilizing GNSS in dense urban areas, the users find themselves bouncing all over the map.

    While surveyors recognize this as multipath, the smartphone user does not have any way to remedy this trouble. Google recognizes this issue and has been working on a programming fix to help minimize these positional errors. This is another example of how precise position determination has become a significant goal for our society, with the more correct position, the better.

    Meanwhile, in Washington D.C….

    2020 did not see any shortage of government action for the surveying and mapping community. As with many topics that come out of the nation’s capital, it should not surprise anyone that several of the items considered by the federal government and its agencies were not without controversy.

    The biggest and most controversial item continues to be the advancement of Ligado (formerly known as LightSquared) and the development of new communication technology that has been shown to interfere with the GPS transmission bands. The Federal Communications Commission (FCC), led by Chairman Ajit V. Pai, has been successful in holding off all challenges to the new technology including ones from current legislators and defense staff.

    The main argument from the FCC is the value of the system as a provider of 5G communication to a substantial portion of the country. They also make statements that safeguards are being taken to protect the GPS spectrum, yet many studies from outside parties show otherwise. The fight over this spectrum will continue into 2021, and it will be interesting to see if the new administration will see things from a different perspective.

    Several items to come out of Washington, D.C., late in the year were the blacklisting of DJI and the announcement of new UAV rules for flying over crowds and at night. With the DJI ruling, it is now illegal for government agencies to use the Chinese-based UAV maker for any activities. Based upon the significant market share of DJI, one can only wait to see how this situation plays out, and if the ban is expanded to private individuals.

    The FAA announcement on the new UAV flight rules was surprising but not unexpected. In addition to establishing flight limitations over crowds and at night, it also established a timeframe for requiring most UAVs to transmit a Remote ID during flight for determining who is flying and where they are located. Compliance with these rules will be required by the manufacturer within 18 months and by UAV pilots within 30 months.

    The National Geodetic Survey (NGS) has also been busy during 2020 preparing new datums and specifications for upcoming changes to the National Spatial Reference System (NSRS). Among those changes are the deprecation of the U.S. Survey Foot, beta testing of the latest geoid model (GEOID20), and new software tools for transforming positional information between datums. It was also announced that the release of the modernized NSRS scheduled for 2022 was being delayed.

    NGS continues to work with each state on the improved state plane coordinate systems and/or low distortion projection systems that will be implemented with the new NSRS rollout. All these efforts have been a monumental task (no pun intended) and kudos go out to NGS for getting everything this far.

    Pandemic 2020 (No, this is not a movie or a drill)

    As we covered in the May 2020 Survey Scene article, COVID-19 was unlike anything we had been exposed before. Initial reports tried to relate the virus to typical influenza and the H1N1 outbreak in 2009, but the rapid transmission and sheer volume of cases (and deaths) mostly eliminated those comparisons.

    From a technical viewpoint, the situation with COVID-19 has no bearing on GNSS operations and positional establishment. An operator of a GNSS receiver, and the business of surveying, is greatly affected by the presence of COVID-19 so it does deserve more than a brief mention in a retrospective look at the past year. This virus upended everything; from data collection and survey-related activities to computations and final drafting, the business of surveying felt the effects.

    Once the initial challenges of keeping everyone safe were addressed, it became a year-long marathon of providing surveying services to clients that did not let the pandemic hinder their progress. Field crews were under significant pressure to maintain social distancing at every turn, while office staff dealt with home Wi-Fi and lack of access to normal business conditions such as large-format printing.

    Video calls and instant messaging quickly became the norm, yet also became the scourge of dealing with the day-to-day operations of a business. The “normal” work/life balance with families, school, and social activities has disappeared and a more challenging approach has replaced that balance. Fingers are crossed that people will adhere to social distancing protocols and can get vaccinated as soon as possible so we can resume a portion of our previous lifestyles.

    However, we do have several positive things to take away from the challenges of the pandemic that will make our lives better going forward. Our reliance on geolocation became quite clear throughout the pandemic. Whether it is using it to help establish contact tracing or as simple as having a delivery service bring necessities straight to your door, almost everyone relies on geolocation for helping guide them through the “new normal.”

    We are using our smartphones to track our family members and help keep them out of harm’s way. It would be hard to imagine how much more difficult this situation would have been before cellphone and GNSS integration.

    Graphic: World Health Organization
    Graphic: World Health Organization (https://www.who.int/emergencies/diseases/novel-coronavirus-2019).

    Another leap forward that most people are not aware of is the publicizing of GIS dashboards and incredible analysis of the geolocation of people worldwide. While GIS dashboards have been in existence for many years, it is only now that the public has paid attention to the vast information available to them.

    From providing numbers of cases to graphically depicting “hotspots” across the world, these dashboards are full of useful information to help people understand the size of this pandemic, the places where mitigation is working, and where additional restrictions are being put in place to help reduce the spread of COVID-19.

    The ability to merge geolocations with physical conditions and situations into a real-time mapping solution can help reduce the spread of the virus. By combining GNSS technology with advanced computing power and data storage, the power of GIS has been brought to the front page of public agencies and news sites.

    While we still enjoy watching movies with superheroes, the true heroes during this pandemic are the frontline health workers, first responders and data analysts/programmers who bring us this timely information quickly. A hearty thank you goes out to all of them for their efforts and dedication to the cause.

    In memoriam

    Photo: GPS World staff
    Photo: GPS World staff

    The year 2020 also brought losses to every corner of the world and the surveying community was not spared. There are very few individuals we call pioneers in the surveying industry, so to include Dr. Javad Ashjaee among that group is no small feat. His contributions to the surveying profession helped turn every practitioner into a geospatial information provider.

    From his early days at Trimble pioneering the commercial-grade receiver to creating his company at Ashtech and embracing GLONASS with GPS, he continued to expand the capability of the GNSS receiver. Many surveyors today only know his name through his latest company, Javad GNSS, and the unique line of receivers and measuring devices and their distinctive green color.

    Cover photo: Ed Koziarski
    Cover photo: Ed Koziarski

    Dr. Ashjaee was a big part of the GNSS revolution, so next time you starts up their receiver to collect survey data, take a moment to thank him. It was my pleasure to meet and interview him at the 2017 Intergeo trade show in Berlin to talk about his product line. I was also able to test-drive his incredible GNSS products for a feature in GPS World magazine on using smartphones for data collectors.

    To say the man will be missed is a big understatement and I wish his family well on continuing his company and tradition of making great leaps in technology.

     

  • ArcGIS web app incorporates datasets, NGS data layers for surveyors

    ArcGIS web app incorporates datasets, NGS data layers for surveyors

    My last column described a new National Geodetic Survey (NGS) webtool for obtaining geodetic information about a passive mark in their database. The column highlighted some features that may be of interest to GNSS users. It provides all of the information about a station in a more user-friendly format. This column highlights an ArcGIS web application that incorporates various California specific datasets and NGS data layers to assist surveyors planning vertical control surveys. The GNSS Leveling Web Application was provided to me by Jay Satalich, chief, Office of Surveys, Caltrans (see box titled “Linkedin Notification from Jay Satalich).

    Linkedin Notification from Jay Satalich

    Supervising Transportation Survey (Chief, Office of Surveys) at State of California, Department of Transportation:

    “GNSS Leveling Web Application” [is] an Esri ArcGIS online web app created for my “GNSS Leveling” students at College of the Canyons. Designed as a practical tool when planning vertical control surveys using GNSS. National datasets include: National Spatial Reference System (layers: satellite visibility, stability, and vertical control source), geology, and GEOID18 (layers: GEOID18 height, difference between GEOID18 and GEOID12B, and GEOID18 uncertainty). California-specific datasets include: oil/gas/fracking/injection wells, fault lines, oil fields, groundwater basins, and landslide areas. The NOAA National Geodetic Survey data layers were created and published by Brian Shaw. People who influenced development of this app include Dave Zilkoski, Kevin M Kelly, Ken Hudnut, David D Jackson, Ross S. Stein, and Arthur Sylvester.

    Go to the app here.

    The box titled “GNSS Leveling Web Application” depicts a map of the Los Angeles area that provides the list of published marks in NGS’ database with an overlay of the uncertainty of NGS’ hybrid geoid model GEOID18. Plotting the published marks from NGS’ database is very useful for surveyors reconning marks for a GNSS survey project. The attributes allow users to quickly identify stations that have published heights from leveling adjustments projects (labeled as ADJUSTED) and those that have heights published from GNSS adjustments projects (labeled as GPS OBS). (See here for definition of attributes.)

    GNSS Leveling Web Application

    (https://www.arcgis.com/apps)

    Source: Esri ArcGIS GNSS Leveling Web Application
    Source: Esri ArcGIS GNSS Leveling Web Application

    Source: Esri ArcGIS GNSS Leveling Web Application
    Source: Esri ArcGIS GNSS Leveling Web Application

    Source: Esri ArcGIS GNSS Leveling Web Application
    Source: Esri ArcGIS GNSS Leveling Web Application

    The list all of the layers of the web application are provided in the box titled “GNSS Leveling Web Application Layers.” (Note: After you open up the web application, click on the Layers icon to obtain the list of available layers.)

    GNSS Leveling Web Application Layers

    Source: Esri ArcGIS GNSS Leveling Web Application
    Source: Esri ArcGIS GNSS Leveling Web Application

    Source: Esri ArcGIS GNSS Leveling Web Application
    Source: Esri ArcGIS GNSS Leveling Web Application

    Source: Esri ArcGIS GNSS Leveling Web Application
    Source: Esri ArcGIS GNSS Leveling Web Application

    Source: Esri ArcGIS GNSS Leveling Web Application
    Source: Esri ArcGIS GNSS Leveling Web Application

    As you can see from the list of layers, the web application enables users to select the layers that are pertinent to their survey project requirements. The application is designed for California surveyors but the concept is transferable to other States. For example, the following layers are not just for California surveyors: Arizona water wells, Louisiana oil and gas well, U.S. oil and natural gas wells, Principal Aquifers of the United States, and, of course, all of the NOAA NGS data layers.

    One layer that is very important to California users is the layer that provides the fault activity in their region. The box titled “Fault Activity Map of California: Pre-Quaternary and Quaternary Faults – Quaternary Faults” depicts the list of published marks in NGS’ database with an overlay of the fault activity map.

    Fault Activity Map of California: Pre-Quaternary and Quaternary Faults — Quaternary Faults

    Source: Esri ArcGIS GNSS Leveling Web Application
    Source: Esri ArcGIS GNSS Leveling Web Application

    Another great feature of the application is that it has a layer providing the satellite visibility code for published NSRS marks (see the box titled “Published NSRS Stations (by satellite visibility”). Once again, a great feature for field personnel performing reconnaissance.

    Published NSRS Stations (by satellite visibility)

    Source: Esri ArcGIS GNSS Leveling Web Application
    Source: Esri ArcGIS GNSS Leveling Web Application

    The application also has a feature that lists the marks that were involved in the development of NGS’ hybrid geoid model GEOID18. (see the box titled “GNSS Leveling Web Application GEOID18 GPS on Bench Mark Layer”). Clicking on a mark’s icon provides information and statistics about the mark (see boxes titled “GEOID18 GPS on Bench Mark Layer — PID EW6989” and “Information for GPS on Bench Mark for PID EW6989”). This is one of the layers that provides information for the entire CONUS region. All this information is available from NGS’ website but this application incorporates all of NGS’s data as well as the local information in one application. This web application is very useful to a surveyor planning a survey project and/or providing information to a field reconnaissance team.

    GNSS Leveling Web Application GEOID18 GPS on Bench Mark Layer

    Source: Esri ArcGIS GNSS Leveling Web Application
    Source: Esri ArcGIS GNSS Leveling Web Application

    GEOID18 GPS on Bench Mark Layer — PID EW6989

    Source: Esri ArcGIS GNSS Leveling Web Application
    Source: Esri ArcGIS GNSS Leveling Web Application

    Information for GPS on Bench Mark for PID EW6989

    Source: Esri ArcGIS GNSS Leveling Web Application
    Source: Esri ArcGIS GNSS Leveling Web Application

    Source: Esri ArcGIS GNSS Leveling Web Application
    Source: Esri ArcGIS GNSS Leveling Web Application

    Users that are participating in NGS’ GPS on Bench Mark program can click on the layer for “NGS GPS on Bench Marks Transformation Service Tool, priority 10 km hex” to determine marks that need to be occupied by GNSS to improve a transformation tool being developed by NGS. See boxes titled “NGS GPS on Bench Marks Transformation Service Tool, priority 10 km hex” and “Information for GPS on Bench Mark Priority List for PID EW6989.” There’s also layers that depict the priority mark list for the GPS on Bench Marks program (“NGS GPS on Bench Marks Transformation Tool Service — priority mark list”) and the 2 km hexagon priority grid (“NGS GPS on Bench Marks Transformation Tool Service — priority 2km hex”).

    NGS GPS on Bench Marks Transformation Service Tool, priority 10 km hex

    Source: Esri ArcGIS GNSS Leveling Web Application
    Source: Esri ArcGIS GNSS Leveling Web Application

    Information for GPS on Bench Mark Priority List for PID EW6989

    Source: Esri ArcGIS GNSS Leveling Web Application
    Source: Esri ArcGIS GNSS Leveling Web Application

    Source: Esri ArcGIS GNSS Leveling Web Application
    Source: Esri ArcGIS GNSS Leveling Web Application

    Source: Esri ArcGIS GNSS Leveling Web Application
    Source: Esri ArcGIS GNSS Leveling Web Application

    Source: Esri ArcGIS GNSS Leveling Web Application
    Source: Esri ArcGIS GNSS Leveling Web Application

    Individuals interested in participating in NGS’ GPS on Bench Mark program should register for NGS’ Dec. 10 webinar, which will discuss the status of the program. See the box titled “GPSonBM Transformation Tool Campaign Update — 12 months remaining” for the information on the webinar. Users can register for the webinar here. I would encourage all users to access the web application tool developed by Jay and/or NGS’ website before participating in the next NGS GPS on Bench Mark webinar.

    GPSonBM Transformation Tool Campaign Update — 12 months remaining

    (NGS webinar series)

    Screenshot: National Geodetic Survey
    Screenshot: National Geodetic Survey

    Almost all of my columns have focused on establishing accurate GNSS heights. Most of my 45 years of working in the field of geodesy has been focused on heights; that is, leveling-derived orthometric heights, GNSS-derived orthometric heights, and geoid heights. Gravity is very important to estimating all of these types of heights. Recently, a colleague sent me a video proving Galileo’s famous gravity experiment. It’s an older video (November 2014), but it’s really fascinating. You can see the entire video here. Another individual pointed me toward the same experiment performed on the Moon during the Apollo 15 mission. What’s amazing to me is that over 400 years ago an individual spent time studying the effects of gravity and developing the concept of acceleration due to gravity. I wonder what the world would look like today if Galileo would have just accepted Aristotle’s theory of gravity (which states that objects fall at speed proportional to their mass) and decided to focus on other tasks. Saying that, I am amazed that most geospatial users do not realize the importance of gravity (and physical geodesy) in the development of the geospatial products and services that they use daily; and, how critical it is that more research is required to meet future geospatial needs. The advancements in satellites and computers have enabled geodesy to expand into many different disciplines. Geodetic science and technology now underpin many sciences, large areas of engineering (such as driverless vehicles and drones), navigation, precision agriculture, smart cities, cellular telephones, and location-based services. (See the GPS World First Fix column about the shortage of American geodesists).

    When I end one of my presentations, I always emphasize that Geodesy Provides the Foundation for all Geospatial Products and Services, and Integrated and Collaborative Organizations Create Geospatial Solutions. Geodesy is just as important today as it was 400 years ago.

    I hope everyone stays safe during this COVID-19 pandemic and enjoys the holidays.