Category: Receivers

  • Woolpert contracted by USGS to map, survey throughout US

    Woolpert has signed a five-year, multimillion-dollar Geospatial Product and Services Contract 3 (GPSC 3) with the U.S. Geological Survey (USGS) to provide mapping and surveying services.

    The GPSC is a suite of contracts used by federal, state and municipal government entities to partner with USGS for the purpose of fulfilling their geospatial data requirements.

    The contract will be administered through the National Geospatial Technical Operations Center (NGTOC) in an effort to obtain geospatial data services throughout the United States and its territories. The contract also will be used to support the 3D Elevation Program (3DEP) and used by other federal, state and local agencies.

    “This provides Woolpert with the opportunity to continue working with USGS on their 3D Elevation Program (3DEP), an eight-year program to provide highly accurate 3D elevation data of the entire U.S.,” said John Gerhard, Woolpert project director. “This data will be collected via lidar (light detection and ranging) to create the most accurate surface model, and will be used to evaluate flood risk and natural resources, support FEMA, help farmers with precision agriculture, assess and manage infrastructure, and much more.”

    Jeff Lovin, Woolpert senior vice president and director of government solutions, said the Woolpert staff is proud to have had the opportunity to work with the USGS for nearly 25 years. “Over those 25 years, we’ve had the opportunity to collaborate on different layers of the National Spatial Data Infrastructure (NSDI), from the development of nationwide imagery in the 1990s to 3D elevation and hydrography today,” Lovin said.”It’s very gratifying to have the opportunity to play a part in such an important program for our nation.”

  • LizardTech introduces enhanced GeoExpress, version 9.5.1

    GeoExpress 951 LiDAR Compression

    LizardTech, the creator of MrSID and provider of software solutions for managing and distributing geospatial content, has released GeoExpress 9.5.1. The company’s flagship product for compressing geospatial images and lidar data into high-quality MrSID files now has a streamlined interface, faster processing and support for .pix raster files.

    “Last year, we introduced the ability to compress raster and LiDAR imagery to MrSID and LAZ formats,” said Robert Parker, LizardTech product owner. “With GeoExpress 9.5.1, we’re excited to introduce a beautiful new design, seamless mosaicking of LiDAR files and the added choice to compress .pix raster files to MrSID.”

    GeoExpress 9.5.1 features include:

    • Intuitive User Interface (UI): An updated look and streamlined interface make this version more user-friendly while delivering top-quality compressed and manipulated images.
    • Seamless mosaicking of LiDAR files: Seamless mosaicking of LiDAR files supplements lossless compression that uses four times less storage space.
    • Faster default workflow for existing MrSID images: Processing of MrSID files is now faster by default when working with existing MrSID files, with cropping, editing, despeckling, AOI, tiling and more.
    • New Format Support: Compression of PCIs standard .pix raster files to MrSID for greater flexibility.
  • Topcon announces new geodetic antenna

    Topcon Positioning Group announces the release of a new full wave geodetic antenna — the G5-A1.  The portable antenna is designed to provide improved multipath mitigation for use with a mobile base station site or network reference station.

    “When paired with the Topcon NET-G5 receiver, the zero-centered geodetic antenna provides a powerful and cost-effective entry-level solution” said Charles Rihner, vice president of the Topcon GeoPositioning Solutions Group.

    The G5-A1 is optimized for geospatial industries and designed to track all globally available and developing satellite constellations. The antenna weighs approximately 1 pound (.5 kg) and is 7 inches (17.9 cm) wide.

    “With its portability and geodetic level performance, the new G5-A1 antenna provides an excellent choice for mobile base system and economy reference station system,” Rihner said.

  • PNT Roundup: Inertial market outlook, 3D grows lidar, RoboParachute drops

    Intertial

    Inertial effort underway for MGUE

    The U.S. Air Force’s Joint Service Systems Management Office (JSSMO) has awarded Northrop Grumman Corporation an order to support embedded GPS/inertial navigation system (INS) pre-Phase 1 modernization efforts.

    Integration of inertial technology with GPS systems across all military platforms — some, such as munitions, are already so equipped — could have far-reaching effects. The move reflects the military’s concern over GPS vulnerabilities in challenged environments.

    The Military GPS User Equipment (MGUE) program is developing M-code-capable GPS receivers, which are mandated by Congress after fiscal year 2017 and will help to ensure the secure transmission of accurate military signals.

    Under the $4.8 million order, Northrop Grumman will perform trade studies, assess the state of development of MGUE for upcoming applications, and contribute to architecture development for next-generation GPS/inertial navigation systems.

    The JSSMO is responsible, among other things, for a GPS lab in the Department of Defense that helps develop and test software for GPS systems used throughout the military.

    One of the systems it maintains is the Blue Force Tracker (BFT), which is used by all military branches and can track friendly units regardless of their location. Not only can the system see where the unit is located, it can also determine whether or not a unit is moving and what form of transportation it is using.

    Aviation Use. The updated GPS/inertial navigation system will also comply with the Federal Aviation Administration’s NextGen air traffic control requirements that aircraft flying at higher altitudes be equipped with Automatic Dependence Surveillance-Broadcast (ADS-B) Out by January 2020. ADS-B Out transmits information about an aircraft’s altitude, speed and location to ground stations and to other equipped aircraft in the vicinity. The modernized system is expected to be available for platform integration starting in 2018.

    Inertial market to top $8.9 billion by 2020

    The inertial navigation system (INS) market is projected to grow from $4.64 billion in 2015 to $8.87 billion by 2020, according to a January 2016 reported from research firm ReportLinker. Factors driving the global INS market include the increasing number of aircraft, technological advancements in navigation systems, increasing demand for accuracy in navigation, and availability of smaller components at lower cost.

    “Commercial platform application segment to witness the highest growth during the forecast period,” says the report.

    Key applications considered in the market study are naval, airborne, land and commercial platforms. The overall INS market is dominated by the naval platform segment. However, the commercial platform segment is projected to grow at a comparatively higher CAGR during the forecast period of 2015 to 2020, primarily driven by the demand for new aircraft in response to the burgeoning rise in air travel and congestion of airspace.

    Recent advances in inertial technology have replaced the mechanical components with electronic ones, particularly micro-electro-mechanical sensors (MEMS). Overall focus has remained on increasing the accuracy and reducing weight of the INS.

    The major companies profiled in the report include Northrop Grumman Corporation (U.S.), Honeywell International Inc. (U.S.), Sagem (France), Rockwell Collins (U.S.) and Thales SA (France), among others.

    Lidar

    Lidar market grows with 3D

    Anew market report on light detection and ranging (lidar) technology says that the demand for lidar is increasing in line with an increase in the demand for 3D scanning and 3D imagery.

    According to the report, the global lidar market is anticipated to expand at 15 percent annually from 2014 to 2020, growing from a value of $225 million in 2013 to $605 million in 2020.

    Lidar enables direct measurement of 3D structures and underlying terrain with high resolution and high data accuracy. The adoption of lidar technology is slowly penetrating in various government sectors such as roadways, railways and forestry management, among others.

    However, the lidar market faces challenge related to the complexity in interpreting the output data, because of the lack of data-set standardization.

    The 80-page research study is titled LiDAR Market: Global Industry Analysis, Size, Share, Growth, Trends and Forecast 2014–2020, available for sale from Transparency Market Research.

    The lidar market can be segmented based on types into airborne and terrestrial lidar and based on applications into coastal, forestry, transportation, infrastructure, defense and aerospace, transmission lines and flood mapping, among others.

    Geographically, the lidar market is dominated by North America owing to high adoption of advanced 3D imagery technologies by the U.S. government. Europe follows with a minimal difference in the market share. A large number of key players are based in Europe and are involved in making innovations to meet the requirements of consumers in different applications.

    The report has been segmented by type, application and geography. It also includes the drivers, restraints, opportunities and value chain of the global lidar market.

    Imagery

    RoboParachute drops

    The U.S. Army’s Joint Precision Airdrop System (JPADS) has developed a new capability exploiting a navigation alternative to GPS. In recent tests, JPADS were dropped from planes, and immediately determined their location using optical sensors to compare local terrain with commercial satellite imagery. The new system demonstrated navigation to its intended point, using nothing but imagery to guide it. The new JPADS also works with little knowledge of the aircraft’s location at the drop point.

    JPADS, largely guided by GPS, has already proven its importance in supplying troops with necessary materials and equipment, relying less on vulnerable convoys.

    Contractor Draper will continue developing the system to eliminate current obstacles, such as cloud cover that degrades the vision-aided navigation system’s ability to compare vision sensor inputs with satellite imagery. These imagery-data analysis technologies could be used to help guide military freefall paratroopers and autonomous aerial vehicles.

  • Taoglas opens IoT design center in San Diego

    Antenna maker Taoglas USA has opened a facility in San Diego for its North American customers.

    In the midst of explosive wireless device growth in the Internet of Things (IoT) market,  the company has quadrupled the original size of its local facility — now more than 16,000 square feet.

    The new Taoglas IoTx Center offers a fully equipped design and test location that supports companies seeking a competitive, time-to-market advantage for machine to machine (M2M) and IoT applications.

    According to Taoglas, the location offers support for customers at all stages of their product design cycle — from concept to certification readiness.

    “This kind of open-door policy is rare in the antenna and wireless device testing business,” explained Dermot O’Shea, president of Taoglas USA. “We have expanded our engineering team, added more test equipment, and now have two chambers here to increase design and test capacity. As well as being able to prototype antennas and PCBs, we can test the antenna and devices in operation on site to ensure they work reliably in the real world.

    “We have also now added an antenna and cable assembly operation so we can quickly produce antenna and custom RF cable orders here in San Diego,” O’Shea said. “Quite often customers require products in a few days rather than weeks and we have now facilitated that demand with this new move.”

    Taoglas has dedicated the facility to support it’s North American customer base. San Diego was chosen due to the strong, experienced talent pool in the areas of antenna and hardware design.

    In addition to the site’s two CTIA calibrated anechoic chambers, the campus includes a custom antenna and RF cable assembly facility, expanded development and office space as well as a well-equipped, sound-proofed customer lounge area with workspaces and other features to accommodate customers while testing and product development are in process. Taoglas will increase its San Diego staff by 50 percent this year and expects to double that in the next three years.

    “Our enlarged San Diego facility reflects our growth rate last year of almost 100%,” explained O’Shea. “We’re bullish about the potential in the Internet of Things (IoT) market, which is key for us. The vendors in this space who we support not only need the off-the-shelf or custom antennas we offer, they need design services and assistance.  All our services have clear explanations and fast deliverables, all available on our website.  You just select your service code, or call our sales, and we will book you in for work on your device immediately. No waiting around or complicated contractual discussions.

    “First time certification is also critical so wireless OEMs can avoid the hardware failures that are so common in the IoT sector. Having two anechoic testing chambers means we can work on multiple devices in real time, helping customers get successful products into the market first time and on time.”

    According to International Data Corp., the IoT market will grow to $1.7 trillion by 2020, with a compound annual growth rate of 16.9 percent. “We’re currently shipping millions of antennas per month into the IoT market,” O’Shea said. “Our larger campus here will be well utilized.” Taoglas also has offices in Minneapolis, Ireland, Taiwan and Germany.

    According to Rory Moore, a prominent San Diego technology company founder and investor, in addition to being CEO of Southern California startup incubator EvoNexus, “The enlarged Taoglas campus is another sign of success in the local innovation economy.  San Diego already has a strong base in IoT growth and this large new Taoglas IoTx facility cements San Diego as an IoT hub in a very hot sector. I also like the fact that Taoglas has been collaborating with SDSU (San Diego State University), building useful bridges between the business and educational communities.”

  • Innovation: Null-steering antennas

    Innovation: Null-steering antennas

    Assessing the performance of multi-antenna interference-rejection techniques

    Several factors affect the levels of signal rejection using antenna arrays. Our authors describe experiments to assess the bounds the factors impose on its signal rejection capability.

    By James T. Curran, Michele Bavaro and Joaquim Fortuny-Guasch

    INNOVATION INSIGHTS with Richard Langley
    INNOVATION INSIGHTS with Richard Langley

    IT’S ALL PHYSICS. How things work, that is. Well, maybe a little chemistry too in some cases. But I might be a little biased in my opinion given that I’m an applied physicist by training. Radio? Satellite navigation? Yes, the principles of their operation are all governed by physics. Many physicists of my generation started out as radio tinkerers. I’ve recounted in this column before that I built my first radio (from a kit) when I was 14 (not counting the crystal radio that my father helped me to put together when I was 9). Built a few more during high school, got into radio astronomy as an undergraduate, and did a Ph.D. in the application of very long baseline (radio) interferometry to geodesy.

    The great American physicist Richard Feynman was also a radio tinkerer in his youth. He recounts in one of his autobiographical books how he used to fix radios. And because he would approach the task of repairing each non-functioning set by first contemplating why it wasn’t working, he got the reputation of fixing radios by thinking!

    One of Feynman’s special abilities was in explaining how things worked. In fact, he has been called “The Great Explainer.” He authored what is arguably the best physics textbooks ever produced: The Feynman Lectures on Physics. The three-volume set, developed from his Caltech lectures to undergraduates between 1961 and 1964, covers mechanics, radiation, electromagnetism, matter and quantum mechanics. Many students and practicing physicists have learned or re-learned aspects of physics from the famous “red books.” Many more will now thanks to Caltech, which recently put the Lectures on line for anyone to read (feynmanlectures.caltech.edu).

    In this month’s column, we are going to learn about the development of a microprocessor-controlled multi-element GNSS antenna array for interference rejection. While there are many textbooks that describe how multi-element antennas work, Feynman explains their operation in his Lectures from first principles — from the principles of physics.

    The phenomenon governing the behavior of antennas with multiple elements is called interference. If we combine two electromagnetic waves, they will interfere with each other with a result that depends on the phase difference of the waves. The waves might reinforce each other leading to a larger net amplitude, called constructive interference, or partially or fully null each other out, called destructive interference. When we apply this concept to the signals received by a pair of antennas making up an array, we find that the array has directionality and we can have a null in the reception pattern in the directions parallel to the antenna baseline and will be insensitive to signals arriving from those directions. And as Feynman describes in his Lectures, by adding more antennas to the array and “some cleverness in spacing and phasing our antennas,” we can have a fairly narrow pattern null in a chosen direction. In the case of a GNSS antenna array, that direction might be that of a jamming signal and so we can null out the jammer and maintain a positioning capability.

    Several factors affect the levels of signal rejection using antenna arrays. In this article, our authors describe these factors and the experiments they conducted with their microprocessor-controlled array to assess the bounds the factors impose on its signal rejection capability.


    Directional antennas offer a powerful means of achieving signal selectivity when various signal sources observed by a receiver are separated spatially. In the context of GNSS, which must accommodate a mobile receiver observing many moving transmitters, adaptive antennas — or controlled radiation pattern antennas—are an attractive option. The benefits of antenna arrays have been demonstrated both for signal rejection, such as interference and multipath mitigation or anti-spoofing; and for the purposes of gain enhancement, angle-of-arrival, or attitude estimation.

    A number of different factors can influence the achievable levels of signal rejection using antenna arrays. These factors include: the gain and phase stability of the analog radio-frequency (RF) and intermediate-frequency (IF) stages, the linearity of the active analog stages, and the fidelity of the signal-combining stages. Seeking to identify the bound imposed by each of these limiting factors, we have carefully examined the signal rejection capability of an antenna array in our work. The study considers a circular antenna array, consisting of seven passive dual-polarized (right-hand circularly polarized [RHCP] and left-hand circularly polarized [LHCP]) L1-L2 elements. Although signal rejection can be performed both in the analog and in the digital domain, this article focuses only on the analog combination of signals at RF, using a bank of controllable phase shifters and attenuators. We conducted broadcast experiments in a large-diameter anechoic chamber, housing a rotatable central pillar upon which the array is mounted, and two broadcast antennas mounted on movable sleds.

    The results presented here include a precise three-dimensional phase and gain calibration of the antenna array using a network analyzer to explore the properties of antenna elements when placed in close proximity on a common ground plane. Further results include an investigation of the nulling depth achievable by the array via the synchronous broadcast of two GNSS-like code-division multiple access (CDMA) signals from different broadcast antennas. We then extrapolated these results to infer the relative degradation in nulling capability when the receiver’s estimate of the amplitude and phase of the signal to be rejected is poor. Finally, a comparison of analog and digital element combining is explored, with emphasis on the rejection of strong jamming signals.

    This experiment sought to illustrate and quantify the unique benefits and limitations of each technique. In particular, we note that analog combining enjoys high linearity and can accommodate high interference power, but is typically restricted to the use of coarse phase and gain coefficients when combining elements. In contrast, digital combining can offer notably higher gain and phase resolution, but is limited by the dynamic range of the digitizer.

    Antenna Characterization

    The work reported in this article has focused on the use of a seven-element circular antenna array, consisting of dual-polarized (RHCP and LHCP), dual-frequency (L1 and L2) elements. The antenna elements are mounted on a single circular aluminum ground plane 2 millimeters thick and 50 centimeters in diameter, and placed in a hexagonal arrangement at a spacing of 12.5 centimeters, as depicted in FIGURE 1. Because the antennas are passive, and can be used both for transmission and for reception, characterization tests were performed in broadcast mode while the typical receive-mode operation of the array is performed using an in-line low-noise amplifier (LNA) after the antenna.

    The experiments described here were conducted in an anechoic chamber, hemispherical in shape with a diameter of 20 meters, as depicted in FIGURE 2. The array was mounted on a surveyor’s tripod and placed at a known position on a rotatable pillar at the center of the chamber. The chamber contains two sleds, Sled A and B, which can be precisely positioned along an arc through the zenith at positions between ±115° either side of the vertical. These antennas include 1.0 to 6.0 GHz vertically and horizontally polarized standard-gain horn antennas.

    Source: GPS world staff
    FIGURE 2. Antenna array and digitizing front end in the anechoic chamber during broadcast tests.

    Because the characteristics of the antenna array itself are central to the ultimate performance of beamforming or null-steering techniques, a thorough characterization of the gain and phase properties of each of the seven antenna elements was conducted.

    To do so, a network analyzer was used to observe the gain and phase response of the antenna under test from a range of observation angles. The array was operated in transmit mode, broadcasting a signal sourced from Port A of the network analyzer, which was received by an antenna mounted on one of the movable sleds, and fed to Port B of the network analyzer.

    The network analyzer was configured to broadcast a series of 201 equally spaced tones spanning 20 MHz centered at 1575.42 MHz at a power of -7 dBm from the antenna array.

    A mechanical RF multiplexer was used to implement a time-division multiplexing of this broadcast measurement signal across each of the seven elements, such that the series of tones were transmitted once per antenna element. By performing the scan for each antenna element, for a range of positions of Sled A, and repeating this for different rotations of the central pillar, a precise frequency response could be calculated for a large set of points across the entire upper hemisphere of the antenna. The scan was computed on signals received by both the horizontal and vertical elements on Sled A, such that both the RHCP and LHCP response could be computed. The vertical cuts of this gain pattern were measured with resolution of 2°, while the horizontal cuts were measured with a resolution of 5°.

    The average gain response, calculated across the 20-MHz band, for each of the seven elements is depicted in FIGURE 3. The elevation cut of the peripheral element is taken such that the -90° direction of the cut aligns with a radial line pointing away from the center of the array. The azimuth cuts are oriented such that the 0° direction aligns with a radial line extending from the center of element number 1 to the center of element number 2.

    Source: GPS world staff
    FIGURE 3. The measured gain pattern of the central element, number 1, (blue lines) and one of the peripheral elements, number 2, (red lines). The gain of the peripheral element is deflected inwards toward the center of the array because of the asymmetry of its positioning on the ground plane. (a) Elevation angle cut at an azimuth of 0°; (b) Azimuth cut at an elevation angle of 40°.

    It is interesting to note that the gain pattern exhibited by each element is sensitive to its position on the ground plane and its position relative to other elements. Because of the rotational symmetry of the array, the gain patterns of all of the peripheral elements are similar, differing only in orientation, each one exhibiting a deflection of the maximum gain towards the center of the array. The central element is circularly symmetric with a single lobe in the direction of the zenith, while gain of the peripheral elements is deflected inwards, having lower gain away from the center of the array and an increased gain for high elevation angles from the center of the array. The difference in gain pattern across elements is stark and should, perhaps, influence the choice of elements to be used when forming a beam or null in a given direction. One or other of the signals should be scaled to compensate for this gain difference.

    Measuring Signal Rejection

    Before exploring factors that influence signal rejection, this section details the figure of merit, which might quantify the achievable performance of the array. We examined the nulling performance of the system in terms of its rejection capability: assessed as the relative received power of the signal of interest, b(t), that is to be preserved, and an unwanted signal, a(t), which is to be rejected, before and after the nulling combination. If sj(tdenotes some signal as received at antenna j, then the combination of signals received at antennas j and k can be denoted by:

    Source: GPS world staff   (1)

    where κ and ϕ, respectively, represent a unitless scaling gain and a phase rotation in radians applied in the combination. When intending to form a beam in the direction of the source of s(t), then this phase might be chosen to bring sk(tinto alignment with sj(t), and the gain may be determined as a function of the signal-to-noise ratio at each antenna, or simply set to unity. In contrast, when it is intended to reject s(t) then eiϕ must be chosen to place sk(t) in antiphase with sj(t) and must be chosen to scale the amplitude of sk(t) to be exactly equal to that of sj(t).

    In this case, we consider the problem of placing a null in the direction of signal a(t) while preserving signal b(t). If the relative received power of a(t) and b(t) at antenna j is taken as a reference, then the rejection of a(t) with respect to b(t), denoted Ra,, can be assessed by examining the change in relative power after the null has been placed:

    Source: GPS world staff    (2)

    where denotes the expected value of x. Note also that this convention implies that a value of Ra,greater than unity corresponds to signal rejection.

    Analog Null Steering at RF

    This section explores some of the receiver-side factors that can limit nulling performance. The performance of an analog RF-combining circuit is examined, wherein the combining function was implemented using controllable analog attenuators and phase shifters.

    The received signal from each of two antennas, j and k, was fed to a custom RF circuit board hosting a controllable phase shifter and attenuator chips. The output of two of these boards was then combined using a passive power combiner, filtered by an analog RF filter, limiting the band to the range 1530–1620 MHz, and finally fed to a power detector, which produced a signal voltage that was proportional to the total observed power. The experimental setup is depicted in FIGURE 4. The attenuators and phase shifters were controlled digitally via a microcontroller board, which also sampled the output of the power detector.

    Source: GPS world staff
    FIGURE 5. A simplified example of the steering constellation of an analog gain and phase shifter, having 3-bit phase and gain control and a gain step-size of ~1 dB.

    The attenuators accept a 6-bit control, providing a dynamic range of 30 dB in steps of approximately 0.5 dB, while the phase shifters accept a 4-bit control traversing the unit circle in steps of 22.5°.

    A simplified example of the finite resolution achievable using such a phase and gain shifter is shown by the steering constellation depicted in FIGURE 5, taking the case of 3-bit gain and phase control and assuming a gain step size of 1 dB. Note that the gain is displayed on a logarithmic scale. Each of the circular markers represents a possible gain and phase coefficient for a received signal, which would be used to steer one signal, a, to be approximately equal in amplitude and in anti-phase with the second signal, b.

    Source: GPS world staff
    FIGURE 4. A custom-built programmable analog phase shifter and attenuator pair used for the analog null-steering configuration.

    The residual misalignment between the signals stems from the finite constellation of steering points and results in a reduced nulling performance, whereby a portion of the interference signal remains. The relative magnitude of the remaining interference signal is maximum when the true relative phase and amplitude of the signals a and b lies equidistant from the four nearest steering vectors. This is depicted in Figure 5, where the cross marker lies equidistant from the four vertices located at the corners of {0°,45°} and {7,8} dB. Note that as the gain is depicted on a logarithmic scale, the relative error is equal for points centered in any of the quadrants.

    To investigate the performance of the system, we broadcast a continuous-wave interference toward the array, while the signal from one antenna was manipulated by all possible gain and phase combinations, keeping the signal from the second antenna at a fixed zero phase shift and –15 dB attenuation. For each of the 1,024 possible gain and phase combinations, the power detector was sampled and logged. A trace of the measured signal rejection as a function of the gain and phase is depicted in FIGURE 6, wherein a sharp peak is observable at approximately {–15 dB, 210°}, corresponding to the point at which the unwanted signal is most rejected — in this particular case, to a level of approximately 29 dB.

    Source: GPS world staff
    FIGURE 6. The measured interference rejection for a broadcast jamming scenario, where a brute-force search through all possible combinations of phase shift and attenuation was conducted. In this case, the maximum rejection happens to occur at an attenuation of 16.5 dB and a phase shift of 225°.

    Estimating the Achievable Rejection Level. In this particular experiment, because all 1,024 possible gain and phase combinations were examined in a brute-force search, the signal rejection was not limited by inaccuracies in the estimation of the steering variables κ and ϕ. Rather, it was limited by how accurately the steering variables can be applied. A residual error exists between the phase and gain that would perfectly align and null the signal and the nearest values of phase and gain that the circuit can produce. This error is a function of the distribution of the true steering parameter and the resolution with which it is rendered. In this case, as the range and angle to the unwanted signal source is arbitrary and the distance between antenna elements is comparable to the carrier wavelength, then it is reasonable, perhaps, to assume that the residual error in the steering parameters is zero mean and uniform over the discrete control steps. To model this effect, similar to the previous section, the combining function, inclusive of these errors, can be expressed as:

    Source: GPS world staff   (3)

    where U denotes a uniform distribution, δϕ denotes the step size of the phase shifter control and δA denotes the attenuator step size. Note that as κ is in units of amplitude and δA represents the discrete steps in power gain, which corresponds to discrete steps of Eq-4a  in amplitude, then the residual error will be distributed over a region extending Eq-4b in either direction. In this case, if a B-bit phase shifter is used, then:

    Source: GPS world staff  .  (4)

    From this model, the minimum expected rejection level can be estimated as a function of the phase and attenuator resolution. Considering first the rejection expression given by Equation (2), we note that the variation of the power signal of interest, b(t), is a function only of the relative angles between each of a(t) and b(t) and the antenna array. When the signals are well separated, a gain of 3 dB is observed on b(t), and when a(t) and b(t) are located nearby or in exact opposite directions, then the rejection of a(t) will also reject b(t). As this power variation is a function of geometry and not of the particular nulling technique, for simplicity it is assumed that b(t) experiences no power variation. What remains is the relative power variation of a(t) with respect to and δϕ.

    To find the minimum expected rejection level, we must examine the following metric:

    Source: GPS world staff  (5)

    Source: GPS world staff  (6)

    where the two variables, and eϕ, respectively represent the residual errors in amplitude and phase between the perfect steering vector, and that which can be attained by the combiner. Examining Equations (3) and (6), it is clear that the minimum rejection will be achieved when the residual phase error is equal to eϕ = 1/2δϕ and the amplitude mismatch is given by eκ = Eq-4b. Substituting these values yields the minimum expected rejection, as given in Equation (7):

    Source: GPS world staff.(7)

    Determination of the average expected rejection level requires the averaging of Equation (6) over the distributions of the two error variables, eκ and eϕ. As these errors are assumed to be uniform in this particular case, this reduces to the following:

    Source: GPS world staff(8)

    which, after some manipulation, admits the closed form expression of Equation (9):

    Source: GPS world staff.
    (9)

    Inserting the specifications of the experimental setup used here, we find that the minimum rejection that can be expected is equal to approximately 14 dB with an average value equal to 18.8 dB. Further exploring this result, it is possible to predict the minimum performance that can be achieved given some arbitrary, but finite, resolution in gain and phase rotation. A portion of the surface defined by Equation (9) is presented in FIGURE 7. One useful application of this result is that it may be used by a designer to ensure that the resolution in gain and in phase are commensurate. This can be inferred by examining the gradient of the surface, noting that optimal choices of gain and phase step size will lie along the line of steepest gradient of this surface. A flattening of the surface in one dimension indicates that the performance is limited by the other dimension. For example, it can be seen that an increase in phase resolution beyond 6 bits yields no improvement in rejection when the gain step size is greater than 0.5 dB.

    Source: GPS world staff
    FIGURE 7. Minimum achievable rejection of analog nulling-combiner as a function of phase-shifter resolution (bits) and attenuator step size (dB).

    Conclusion

    Early results from this study suggest that the achievable signal rejection using a controlled radiation pattern GNSS antenna, under ideal conditions, is in excess of 70 dB, and is primarily limited by the accuracy with which the angle of incidence of the interference can be estimated. Accounting for typical estimation errors, the nominal rejection levels of the order of 20 to 40 dB can be expected. However, it is observed that other aspects limit the signal rejection performance. In a practical receiver, these factors stem from component selection for the signal-combining circuitry.

    For analog combining schemes, this is the resolution of the controlled attenuators and phase shifters used. The results here attempt to characterize the relationship between the minimum expected performance and the component properties. Results suggest that the choice of analog combining components should be chosen such that the phase and gain resolution are commensurate and such that resolution in one parameter is not rendered useless by a lack of resolution in the other. These results may form useful guidelines when designing analog RF null-steering antennas.

    Acknowledgments

    This article is based, in part, on the paper “Analog and Digital Nulling Techniques for Multi-Element Antennas in GNSS Receivers” presented at ION GNSS+ 2015, the 28th International Technical Meeting of the Satellite Division of The Institute of Navigation held in Tampa, Fla., Sept. 14–18, 2015.

    Manufacturers

    The equipment used in our study included an Agilent, now Keysight Technologies E8361A PNA network analyzer, Antcom Corporation 2DG1215A-MNS-4 GPS L1/L2 antennas, an Arduino LLC (www.arduino.cc) Arduino Uno microcontroller, a MACOM MAPS-010143 4-bit digital phase shifter, a Skyworks Solutions  SKY12347-362LF 6-bit digital attenuator and a Tallysman Wireless TW127 in-line amplifier.


    Further Reading

    Authors’ Conference Paper

    “Analog and Digital Nulling Techniques for Multi-Element Antennas in 
GNSS receivers” by J.T. Curran, M. Bavaro and J. Fortuny in Proceedings of ION GNSS+ 2015, the 28th International Technical Meeting of the Satellite Division of The 
Institute of Navigation, Tampa, Fla., Sept. 14–18, 2015, pp. 3249–3261.

    Adaptive GNSS Antennas for Interference Suppression

    “Advances in the Theory and Implementation of GNSS Antenna Array Receivers” by P. Arribas, C. Closas, M. Fernández-Prades, M. Cuntz, M. Meurer and A. Konovaltsev, Chapter 9 in Microwave and Millimeter Wave Circuits and Systems: 
Emerging Design, Technologies, and Applications, edited by A. Georgiadis, H. Rogier, L. Roselli and P. Arcioni and published by Wiley, 2012, pp. 227–273.

    “Mitigation of Continuous and Pulsed Radio Interference with GNSS Antenna Arrays” by A. Konovaltsev, D.S. De Lorenzo, A. Hornbostel and P. Enge in Proceedings of ION GNSS 2008, the 21st International Technical Meeting of the Satellite Division of The Institute of Navigation, Savannah, Ga., Sept. 16–19, 2008, pp. 2786–2795.

    “Navigation Accuracy and Interference Rejection for an 
Adaptive GPS Antenna Array” by D.S. De Lorenzo, J. Rife, P. Enge and D.M. Akos in Proceedings of ION GNSS 2006, the 19th International Technical Meeting of the Satellite Division of The Institute of Navigation, Fort Worth, Texas, Sept. 26–29, 2006, pp. 763–773.

    “A Novel Interference Suppression Scheme for Global Navigation Satellite Systems Using Antenna Array” by M.G. Amin and W. Sun in IEEE Journal on Selected Areas in Communications, Vol. 23, No. 5, May 2005, pp. 999–1012, doi: 10.1109/JSAC.2005.845404.

    “Wideband Cancellation of Interference in a GPS Receive Array” by R.L. Fante and J. Vaccaro in IEEE Transactions on Aerospace and Electronic Systems, Vol. 36, No. 2, April 2000, pp. 549–564, doi: 10.1109/7.845241.

    GNSS Antennas

    GNSS Antennas: An Introduction to Bandwidth, Gain Pattern, Polarization, and All That” by G.J.K. Moernaut and D. Orban in GPS World, Vol. 20, No. 2, February 2009, pp. 42–48.

    A Primer on GPS Antennas” by R.B. Langley in GPS World, Vol. 9, No. 7, July 1998, pp. 50–54.


    JAMES T. CURRAN received a B.E. in electrical and electronic engineering in 2006 and a Ph.D. in telecommunications in 2010 from the Department of Electrical Engineering, University College Cork, Ireland. He worked as a senior research engineer with the Position, Location and Navigation group at the University of Calgary between 2011 and 2013 and is currently a grant holder at the Joint Research Center (JRC) of the European Commission (EC), Ispra, Italy. His main research interests are signal processing, information theory, cryptography and software-defined radios (SDRs) for GNSS.

    MICHELE BAVARO received his master’s degree in computer science in 2003 from the University of Pisa, Italy. Shortly afterwards, he started his work on SDR technologies applied to navigation. First in Italy, then in The Netherlands and in the United Kingdom, he worked on several projects directly involved with the design, manufacture, integration, and test of GNSS equipment and supporting customers in the development of their applications. Today he is appointed as a grant holder at the EC JRC.

    JOAQUIM FORTUNY-GUASCH received the engineering degree in telecommunications from the Technical University of Catalonia, Barcelona, Spain, in 1988, and the Dr.- Ing. degree in electrical engineering from the Universität Karlsruhe, Germany, in 2001. Since 1993, he has been working for the EC JRC as a senior scientific officer. He is the head of the European Microwave Signature Laboratory and leads the JRC research group on GNSS and wireless communications systems.

  • MAPPS presents excellence awards, bestows highest honor to Teledyne Optech

    From left to right: John Palatiello, MAPPS executive Director; Jim Green; Mike Sitar and Michel Stanier of Optech Teledyne.
    From (L to R) John Palatiello, MAPPS executive Director; Jim Green; Mike Sitar and Michel Stanier of Optech Teledyne.

    Teledyne Optech‘s ALTM Titan lidar sensor earned the 2015 Grand Award in the ninth annual MAPPS Geospatial Products and Services Excellence Awards, MAPPS recently announced in a news release. The awards ceremony was held Feb. 2 at the Green Valley Ranch in Henderson, Nev.

    Teledyne was also presented with an award in the Technology Innovation category.

    The company said in a news release that Titan is easy to handle in complex scenarios, such as acquiring three wavelengths simultaneously; incorporating a metric camera imbedded in the system; creating a sensor that fits in a 16-inch gyro-stabilized mount; and increasing the depth penetration of the bathymetric sensor. To achieve this, Vaughan, Ontario-based Teledyne Optech had to develop new fiber lasers and a triple wavelength receiver which allowed for the collection of bathymetric lidar, topographic lidar and multispectral lidar in one single sensor.

    “Teledyne Optech’s ALTM Titan is a marvel in lidar engineering,” said Robert Burtch PS, CP, professor emeritus at Ferris State University in Big Rapids, Mich., and chairman of the panel of judges. “This development allows the collection of bathymetric lidar, topographic lidar and multispectral lidar in one single sensor.”

    The MAPPS awards competition recognizes the professionalism, value, integrity and achievement that member firms have demonstrated in their projects and technology developments over the previous year.


    MAPPS also honored winners in six technical categories.

    Woolpert of Dayton, Ohio, was selected in the Photogrammetry/Elevation Data Generation category with the Little Bighorn Battlefield National Monument Headstone Mapping Project that utilized lidar to locate and map 4,320 headstones and 280 battlefield markers.

    The winning project in the Remote Sensing category was by Aerial Services Inc. of Cedar Falls, Iowa, for The Race for Now: Maximizing Crop Yields Using Innovations in Remote Sensing project, which acquired imagery using multiple sensors during the critical growing phases to produce a web-based precision agriculture service in the State of Iowa.

    In the GIS/IT category, Merrick & Company of Greenwood Village, Colo., was selected for GIS Models Visualize Ancient Flooding Problems in the country of Columbia. As project manager, Merrick provided technology transfer and GIS data and training, and introduced a new methodology, “monotonicity,” which guarantees that acoustic bathymetry, lidar and breaklines are correctly integrated.

    The winner in the Surveying/Field Data Collection category was the Baltimore, Md., office of AECOM for its Protocol for Determining Grass Channel Credits project. Using GIS, lidar and aerial imagery, AECOM worked with the Maryland State Highway Administration to identify roadway ditches to assure compliance with the Department of the Environment grass channel treatment criteria.

    TerraSond of Palmer, Ark., earned the award in the Small Projects category for the Bradley Lake Hydro Power project. TerraSond teamed to perform an inspection of a diversion tunnel to a dam and power tunnel inlet in Homer, Alaska to identify the quantity of debris that was covering the inlet screen by comparing the debris profile with the as-built drawings to determine the amount of debris that needed to be removed.

    Titan, Teledyne Optech’s multi-spectral lidar sensor, also won in the Technology Innovation category.

    A panel of independent judges evaluated projects submitted by MAPPS members for the awards program.

  • ArcGIS Earth: Google Earth, GIS style

    For most GIS professionals, Esri’s new ArcGIS Earth will replace the soon-to-be-discontinued Google Earth Enterprise. I take a tour through the new software, which is much like Google Earth with a few added features. Plus: Q&A from our December UAV webinar.

    In early 2015, Google announced that Google Earth Enterprise is being deprecated. In the software world, deprecated means the software is heading towards obsolescence and the vendor isn’t going to develop it further.

    Google’s announcement stated that Google Earth Enterprise was being deprecated as of March 20, 2015, but will be supported through March 22, 2017. According to Esri, Google will continue to provide map and location services APIs as well as content.

    Here comes Esri, introducing ArcGIS Earth.

    At the Esri User Conference last summer, Jack Dangermond announced Esri is working on ArcGIS Earth. Last week, Esri announced the introduction of ArcGIS Earth 1.0. You can download ArcGIS Earth for free.

    GSS-Jan-1

    The opening screen looks a lot like Google Earth, but clearly with an Esri touch via the toolbar in the upper left corner.

    GSS-Jan-2

    You can connect to ArcGIS Online and access its library of data, or import SHP and KML data (no TIF/TFW import, though).

    GSS-Jan-3

    Here are the convenient editing and querying tools (measure).

    GSS-Jan-4

    I imported a KML file containing an orthophoto I created from a UAV flight. Sorry for the orthophoto offset (darned horizontal datum thing).

    GSS-Jan-5

    As it stands now, ArcGIS Earth 1.0 is much like Google Earth with a few added features. However, based on what I perceive Jack Dangermond’s mantra to be, ArcGIS Earth is going to evolve into a powerful mapping tool and platform for consumerizing feature-rich GIS data, much like Google Earth did in the past 10 years, but in a much more GIS way. I look forward to that.

    December’s UAV webinar

    Speaking of imagery, Google Earth and UAVs, in December I participated in a webinar entitled “Introduction to Using UAVs for Mapping” along with my colleagues from Applanix and C-ASTRAL. If you missed the webinar, you can still view it by signing up here.

    It was a solid, 60-minute discussion about the basics of mapping using UAVs. We had a few questions that we didn’t have time to address during the webinar, so I provide answers below. Also, I added some questions that may have been answered, but deserve mention again.

    How significant is the quality of GNSS sensors for UAV mapping performance?

    In my experience so far, you need precision GNSS measurements either in the air or on the ground if you want high-accuracy results. If you want to use a consumer UAV that has a consumer GNSS receiver in it, you’ll need to use more ground-control points that are mapped with high-precision GNSS receivers. On a wide-open 150-acre site (think agriculture field), that means setting 10-15 ground-control targets. On the other hand, if your UAV has an RTK GNSS receiver in it, you can get by with very few ground-control points. The type of topography also has a significant impact. For example, heavy tree cover, water bodies and other homogenous terrain (such as snow) make it more difficult for image-processing software to process the images.

    How accurate can volumes be obtained on stockpiles?

    I plan on running some tests and compare volumes computed using terrestrial measurement techniques vs. volumes computed by low-cost UAV images. Based on my experience, I’m willing to wager that the results will be very close.

    What are the reasonable accuracies achievable with UAV mapping these days?

    With a low-cost UAV (12MP camera), I’m collecting images with a 2-cm/pixel resolution. Horizontal accuracy (with RTK ground control points) is 30 cm or better. Thirty centimeter (30 cm) elevation contours are achievable, and possibly better than that. I’m still exploring how far we can push low-cost UAVs.

    Can we use a UAV with our own GPS-RTK base station?

    The best use of your GPS-RTK base station is to use it to set RTK ground control for image processing. It’s likely not feasible that you can send corrections from your GPS-RTK base to the UAV unless the UAV is specifically designed to accept those corrections.

    Can you tell us the benefits of fixed wing vs. rotary UAVs for mapping work (such as considerations of weather conditions and the benefits of a gimbal-based camera versus a non-gimbal camera typical in fixed-wing UAVs)?

    A fixed-wing UAV can cover a much greater area per battery than a rotary UAV, but if you’re located in the U.S., you are restricted to line-of-sight operations. That severely limits the value of a fixed-wing UAV. Fixed-wing UAVs also require a much larger landing area and are trickier to land. It takes much more training to land a fixed-wing UAV than a rotary UAV. I can’t answer your question about gimbal vs. non-gimbal, except that the rotary UAV that I operate has a gimbal for dampening the effects of vibration. With it, vibration doesn’t seem to be an issue.

    In forestry, one of the real challenges is stitching the photos together. Did I hear right that RTK will ensure stitching will be greatly improved?

    In my limited experience with flying over heavy tree canopy, the best way to handle this scenario is to fly with a heavy overlap (such as 90 percent) or fly at a higher elevation. Since most commercial authorizations in the U.S. limit flight elevation to 200 feet, there’s not a choice to fly higher, so you must fly with a higher overlap.

    Eric, could you change the camera to a near infrared camera?

    Mine is a consumer UAV, so there’s little support for customization unless I want to really tear it apart myself. There is some after-market support for NDVI and NIR sensors on consumer UAVs, but I’m not knowledgeable about the quality of those. I think that after-market and manufacturer support of various sensors (cameras, NIR, NDVI, lidar) will become more popular on higher-end consumer UAVs.

    Eric, the contours seem to capture the curbs in the upper right. Is that correct?

    Correct, it’s pretty impressive for a consumer UAV. Granted, I set a dozen or so RTK ground-control points on a 5-acre site, but I’m pretty sure I could cut that in half and achieve the same result. By the way, I should smooth the elevation contours next time.

    UAV-GE-Contours1-W

    What software was used to create DEM?

    I used Agisoft PhotoScan Pro.

    Currently, the use of UAVs seems to be limited to a relatively small project area and required line of sight. Within the natural resource sector, what is the critical barrier at this point to expanding the project size and thus the range of flight — is it technology or air traffic regulations?

    In the U.S., the limitation is a regulatory one. The FAA requires visual line-of-sight at all times when operating the UAV. The FAA is testing beyond visual line-of-sight (BVLOS), and we hope that someday BVLOS rules will be issued for commercial operators. For now, you are correct in that UAVs are limited to relatively small areas.

    How do the new FAA drone registration rules affect commercial mapping?

    According to the FAA, you need to apply for a Section 333 Exemption and CoA (Certificate of Authorization or Waiver) from the FAA to fly UAVs for commercial purposes. This applies even if you want to fly above your own land or even if you don’t charge for flying. If you fly for any other purpose than as a hobby, it gets complicated very quickly.

    Look for more content on UAVs in the near future. I’m pushing consumer UAVs to the maximum to see what we can reliably expect from them.

    See you next month.

    Follow me on Twitter.

  • ENVI 5.3 adds lidar analysis

    ENVI-5.3-Harris-W

    The latest release of ENVI software, version 5.3, adds significant lidar point cloud analysis and visualization capabilities that previously were only available in the ENVI lidar software package. The Harris Corporation software offers users a single software interface to work with hyper-spectral, multi-spectral, panchromatic and lidar data.

    The out-of-the-box functionality includes 3D point-cloud visualization, derived terrain product generation (such as digital elevation models) and lidar analytics such as viewshed line-of-sight calculation.

    For users who need point-cloud or terrain products in an area where collecting lidar is not feasible or is too expensive, the ENVI Photogrammetry Module is able to generate synthetic 3D point clouds from stereo optical imagery to take advantage of existing imagery archives.

    The dimension of time can be critical for a thorough geospatial analysis of an area, and the new ENVI release has added enhancements to the Spatio-Temporal analysis toolset. Spatio-Temporal analysis visualizes change and derives statistics from data over time, enabling users to observe events of the past to better predict upcoming activities.

    New additions were also added to the ENVITask system, a relatively new method for performing discrete bits of image processing programmatically through the ENVI object-based API. This programmatic approach to image processing can save time because users can chain together multiple ENVITasks, allowing the output from one ENVITask to become the input to the next. There are now 138 ENVITasks available in the ENVI API.

  • Expert Opinions: How many GNSS signals for a consumer-grade device?

    Expert Opinions: How many GNSS signals for a consumer-grade device?

    Question: What is the optimum number of GNSS signals to include/process in a consumer-grade PNT device?

    Mattos-philip
    Philip Mattos Receiver Designer Consultant

    A: A chip should support four signals, being GPS/GLONASS/Galileo/Beidou, but only process two of them — choice depending on region, geopolitical sensitivity, constellation availability — dropping to one to save power when satellite availability is good. Two constellations give enough satellites for accuracy and availability in obstructed environments. Which two depends on needs regarding cost, power and so on, GPS and Galileo being better in the future for less power, but GPS and GLONASS being better today.


    Greg Turetzky<br /> Principal Engineer<br /> Intel
    Greg Turetzky

    Principal Engineer

    Intel

    A: The receiver should be capable of processing sufficient signals to provide optimum performance in all expected use cases. This means it should be able to support all GNSS and augmentation systems to provide maximum robustness to blockages and interference. The management of receiver resources to accomplish that is highly dynamic on individual epochs and should be invisible to the user in consumer-grade devices. Optimizing tradeoff between performance, power and cost is where the secret sauce lies.


    Ruslan Budnik CEO SPIRIT Navigation
    Ruslan Budnik
    CEO
    SPIRIT Navigation

    A: Two constellations give reliable, fast cold start even after long overseas flights. There is room for improvement in challenging conditions, so application of three constellations is the saturation point. Choose the best combination in different parts of the globe. In Russia that should be GLONASS + 2, in China BeiDou + 2, in Europe Galileo plus two, GPS + QZSS + another one in Japan, and so on. Navigation chipmakers should support all operating satnav systems to offer the best combination, taking into account battery drain.

  • Fugro awarded airborne lidar bathymetry deal in Canada

    Fugro, Canadian Hydrographic Service, airborne lidar bathymetry, ALB surveys, International Hydrographic Organization.
    Mahon Bay, Nova Scotia, Canada, is one of the many sites that Fugro will survey this winter.

    Fugro has been awarded new task orders by the Canadian Hydrographic Service (CHS) to conduct airborne lidar bathymetry (ALB) surveys in Eastern and Central Canada, Fugro announced in a news release on Dec. 15. The task orders, which have been issued under a supply arrangement Fugro holds with the CHS, are in support of their nautical charting programs and involve the survey of multiple sites along the coasts of Quebec, Newfoundland and Labrador, Prince Edward Island, Nova Scotia and Central Canada.

    Fugro’s ALB systems will be used to acquire hydrographic survey data and seabed imagery in shallow coastal waters, where the acquisition of similar information by traditional vessel-based acoustic methods is inefficient, expensive and unsafe. The data will fill gaps in shallow water and junction with existing deeper water data that have been acquired previously by CHS vessels. All data will be acquired to International Hydrographic Organization (IHO) Order 1B, an international standard for conducting hydrographic surveys, and will ultimately be used to update CHS’s nautical charts.

    Fugro provides ALB products and services worldwide to public and private sector clients as a rapid and cost-effective solution to nearshore hydrographic survey needs where scale of the project, time constraints and user safety are of primary concern.

  • OGC standard to make environmental data easier for GIS

    The membership of the Open Geospatial Consortium (OGC) has approved the OGC CF-netCDF 3.0 encoding using GML Coverage Application Schema, an extension to the OGC CF-netCDF 3.0 encoding standard.

    The OGC CF-netCDF 3.0 encoding standard has emerged as a widely used and well supported data model and encoding for domains such as atmospheric science, oceanography, climatology, meteorology and hydrology. It supports multi-dimensional data representing space and time-varying phenomena.

    The new extension to the OGC CF-netCDF standards suite specifies how CF-netCDF datasets are encoded to conform to “OGC Implementation Schema for Coverages.” Coverages are data such as the output of weather and climate forecast models, weather station and ocean buoy observations, balloon soundings, ground-base radar, satellite imagery, digital elevation models and lidar point clouds. This extension specifies how these complex multi-dimensional CF-netCDF data are encoded as OGC coverages for use in GIS or other geospatial systems.

    The documents for the OGC netCDF-GMLCOV Standard are available online.

    The OGC is an international consortium of more than 515 companies, government agencies, research organizations and universities participating in a consensus process to develop publicly available geospatial standards. OGC standards support interoperable solutions that “geo-enable” the Web, wireless and location-based services and mainstream IT. OGC Standards empower technology developers to make geospatial information and services accessible and useful with any application that needs to be geospatially enabled.