Category: Survey

  • Leadership Talks – Signaling a Shakeup

    Ken Hudnut (KH), U.S. Geological Survey geophysicist and leader of the Southern San Andreas Fault Evaluation (SoSAFE) Project, spoke with Managing Editor Tracy Cozzens (TC) on June 28.

    Ken Hudnut uses GPS to locate a boulder offset 560 meters by the San Andreas fault
    Ken Hudnut uses GPS to locate a boulder offset 560 meters by the San Andreas fault

    TC: Can you give us an update on the L1C finalization and approval process?

    KH: L1C has been specified in a document called the IS-GPS-800, and the initial public release of that was in April 2006. So we’re now over one year through the public review process called the Interface Control Working Group (ICWG). That’s a formal process whereby the GPS Wing, through a Federal Register announcement, asks for public input from the international GPS user community. And that formal process of accepting and handling comments is nearing conclusion. So all public comments that have come in have been addressed in the current version of this IS-GPS-800 document. Interested people can find the document online at the GPS Wing website.

    The IS-GPS-800 specifies all details of L1C signal design, and that’s in common with the earlier interface control documents for other GPS signals. That makes it so that people can begin designing receivers today, well in advance of launch. That’s the whole idea, to make it so that signal designs are entirely open and entirely specified for manufacturers and other users and stakeholders so that they can see every detail of the signal design.

    This "ShakeMap" of estimated seismic ground-shaking intensity shows the San Andreas Fault during a Big One scenario, a magnitude 7.8 earthquake. California is heavily 'wired' with GPS stations that measure plate motion.
    This “ShakeMap” of estimated seismic ground-shaking intensity shows the San Andreas Fault during a Big One scenario, a magnitude 7.8 earthquake. California is heavily ‘wired’ with GPS stations that measure plate motion.

    That review process is basically wrapping up and the intent of the GPS Wing is to move forward. They would like to get everything pinned down on GPS Block III before going out for the next stages of their acquisition and procurement process.

    TC: When do you think we can expect the first Block III launch?

    KH: People have been saying for some time now that initial launch of Block III would occur in August 2013.

    TC: How long thereafter until L1C is operationally useful?

    KH: It’s a gradational thing, and I think the anticipated rate of satellite launch would be at three per year, optimistically. So IOC (initial operational capability) would be expected about five years into Block III, around September 2018. IOC to FOC (full operational capability) is also gradational, but FOC would be in the neighborhood of 2021.

    TC: At either stage, you’d still be able to make use of the signal.

    KH: Yes, so as soon as a new signal is introduced, people are going to start jumping on it and using it. One example of that is L2C, which is currently being broadcast and received, and people are starting to make use of it. As more and more satellite signals are introduced, GPS becomes more and more useful. L2C is significant because it gives civilians a signal on L2 that they can legitimately use, so that’s a plus for civil users. Having that L1/L2 combination is very powerful for civil users. In the future with the introduction of L5, it will allow us to do tri-laning, which we are also looking forward to.

    This map represents the Plate Boundary Observatory, funded by the NationalScience Foundation and built by UNAVCO, which increases the accuracy of real-time earthquake, volcano, and tsunami alerts.
    This map represents the Plate Boundary Observatory, funded by the NationalScience Foundation and built by UNAVCO, which increases the accuracy of real-time earthquake, volcano, and tsunami alerts.

    TC: What other new opportunities exist for further enhancing GPS in later segments of Block III?

    KH: Overall, the mindset is that people want to see to GPS sustainment with Block III, so the initial Block III satellites are going to have that as their priority. But there have been several interesting proposals for things that could be added to later Block IIIs. The hope is that there will be an opportunity to test those new ideas while at the same time, very importantly, minimizing risk. People would like to test and insert new technologies as early as possible within Block IIIs, but not at the risk of threatening constellation sustainment. Whatever is done will be done cautiously. There’s a lot of interest in several things that might be done to make GPS even better.

    TC: Can you give me some examples?

    KH: It’s probably a little too early. There are several really interesting concepts being floated right now. But they’re really not ready for prime time.

    TC: How do you see the addition of the L1C signal improving early-warning systems?

    KH: L1C itself is significant in that regard because we hope to phase it in along with new Galileo signals, so we’re talking about having many more satellites in the overall GNSS in that timeframe. Overall, the improvement for real-time uses — that we’re needing and looking forward to — have to do with improved accuracy and robustness in real time. L1C will help on robustness. The accuracy and precision, we’re looking at seeing those improvements even before L1C gets introduced. But basically, some of the techniques being used today — real-time precise point positioning (PPP), for example — are allowing decimeter , or better, level positioning in real time. We are starting to make better use of that in our early-warning systems on a test basis.

    We’re doing work now that allows us to make use of GPS as it exists today. One limitation is simply the number satellites, but other limitations result in the ways in which people are doing dual-frequency carrier-phase positioning today, and doing carrier-aided pseudoranging through precise point positioning. All of these techniques are doing what you can with the existing GPS signal. Some of the future enhancements for GPS, and also other GNSS improvements, will definitely be helping us with real-time ambiguity resolution and therefore also with real-time precise point positioning that’s more robust, that’s more precise. Those are the areas where we really need improvement, possibly even beyond what currently is planned for GPS.

    TC: As the leader of the Southern San Andreas Fault Evaluation (SoSAFE) Project, can you describe how GPS helps predict earthquakes?

    KH: The overall project goal is to get a better idea of past earthquake behavior on the San Andreas Fault. That’s primarily studying evidence from trenches and using radiocarbon dating. So we’re trying to piece together the past history of earthquakes over the last 2,000 on the fault system as a way of better anticipating what may happen in the future. That’s the main purpose of the main SoSAFE project itself, which is part of a broader activity called the USGS Multi-Hazards Initiative.

    As part of that, we’re also going to conduct a large-scale exercise on November 13, 2008, called ShakeOut. We’re going to try to get everyone in Southern California, actually statewide, engaged in an enactment of the Big One on the San Andreas Fault. My involvement has been to specify all the earth science details of that earthquake, using all the scientific information we have available, and taking into account the input of all the experts. From that, we’ve created an earthquake, and we’re doing modeling to simulate the effects of that earthquake on the socioeconomic fabric of Southern California. We’re going to do a full-scale simulation exercise and try to have everybody involved — news media, schools. This is the kind of thing emergency responders do all the time. It’s something people do to plan and be ready for future actual events. In our case, we’re hoping to do this on a scale that’s never been done before, at least in Southern California.

    TC: So your GPS data will be used to help create this hypothetical earthquake?

    KH: At this point, we have more than 410 continuously operating GPS stations in Southern California. Those are an integral part of earthquake monitoring. Right after the Northridge earthquake in 1994 is when we got our funding. Between 1996 and 2001, we built the first 250 stations and called that the Southern California Integrated GPS Network (SCIGN). We then, along with many other colleagues throughout the earth sciences, were able to get funding from the National Science Foundation to build EarthScope (www.earthscope.org), part of which is the Plate Boundary Observatory, which includes 875 additional new key GPS sites throughout the entire Western U.S.

    So, since about 2002 that array has been constructed. The Plate Boundary Observatory is nearing completion. Now Southern California is really wired with continuous GPS receivers. What we’re doing is tracking the accumulation of strain on the fault system with that array. As the plate tectonic movements build up across Southern California, we can see that happening. Every day we measure the positions of these sites to within a couple millimeters. In the event of a big earthquake, of course, the ground is going to shake like crazy, and then each GPS receiver ends up in a different position. Afterward we can actually image the fault slip at depth by using the GPS data along with seismic data. With the SoSAFE project in particular and the GPS array we’ve built, we aren’t out to predict earthquakes in the usual non-scientific sense. What we’re doing is trying to understand them as scientists, and we call this forecasting. We are studying the physics of the earthquake source, which is chaotic because of friction, and trying to predict aspects of earthquake behavior at the system level.

    Another thing I’m excited about is the use of GPS technology to do what we call earthquake early warning. It’s different than earthquake prediction or forecasting. You see the earthquake has started, and then much faster than the shaking has arrived, you send the word down the wire literally. You outrace the earthquake. Typically that’s been done with seismic instruments — accelerometers, basically. If you have an array of accelerometers along the fault system and distributed throughout the whole region, then as soon as the shaking starts you can detect that and triangulate the position of where the earthquake has begun, and then you can send word ahead that an earthquake is coming.

    What we can do with GPS is actually build what I call a zipper array along the fault. In California, the source of future Big Ones will be the San Andreas Fault System and one of the branches of it, the San Jacinto fault. Either one could be the source of a future Big One. Over two-thirds of the plate motion happens on these two faults. Since it’s conceivable that a large, damaging earthquake could happen on another fault, we have to hedge our bets. It’s not like waiting and wondering which storm track some hurricane’s going to take, where you don’t know exactly where landfall’s going to occur. In our case, we can put a pretty sure bet on it. These faults are the big players. So if we put out instrumentation along these faults, it can help us with early warning for the Big One.

    GPS can actually “see” the fault slip right when it happens. Seismic instrumentation is also good at that, but if you picture that the fault actually starts slipping, and you have a road that crosses the fault perpendicularly, the road will actually be laterally offset by the fault. So imagine that you have GPS receivers next to the road on either side of the fault, and as soon as it slips, you can see that happen. GPS is going to be crucial to future development of improved early warning systems.

    The big problem with earthquake early warning has been false alarms. The seismic systems that don’t have an independent measurement technique built in are prone to false alarms because it’s a single technology. If you have a glitch that affects many instruments at once, it’ll set off a false alarm. Whereas if you have a system that includes other independent technologies along with the seismic, such as GPS, then you’re building in robustness to the system and it will be far less prone to false alarms.

    That’s the future vision that I have; GPS will become embedded in our earthquake early-warning systems. In the next decade, we hope to fully embed GPS alongside inertial sensors for our future earthquake monitoring systems.

    TC: In the past decade, you’ve come a long way in embedding GPS along with seismic monitoring. But you’re not using GPS in earthquake early-warning yet?

    KH: We’re not doing earthquake early warning yet. It’ll cost some $20 million to $40 mmillion to do it right. We’re not doing as much as we could for very rapid estimation of the fault source. We’re working right now to get GPS even better integrated with the existing earthquake monitoring systems. We’re trying to do more with GPS in real-time.

    TC: You’re mostly using GPS to do the research you were describing before.

    KH: We’re very effectively using GPS for research. When an earthquake occurs, we’re now able to use GPS within a day. At the time of the Northridge earthquake in 1994, it took a week to make full use of the GPS data. In the future we want to be able to use the data within 10 minutes, and even instantly. Though we’re testing new ideas for this now, there’s a long way to go.

    A group of us just sent in a major coordinated proposal to NASA. We’re trying to pursue the use of GPS in precise point positioning mode to do early warning for earthquakes, tsunamis, and volcanoes, all using these robust techniques for precise real-time positioning. We’re hoping to make some important technological advances, just using GPS as it exists currently. As new GPS capabilities come along, and new GNSS capabilities come along, we hope to make full use of those signals as well.

    For real-time positioning today, it does help to have GPS and GLONASS. It certainly helps with any real-time positioning application to have more satellites in view, so I look forward to the future of several GNSS constellations with interoperable signals on several frequencies. For early warning of natural hazards, these advances will help greatly.

  • Survey Perspectives – July 2007

    EGNOS Embraces Ground Users The European Geostationary Navigation Overlay Service (EGNOS) is Europe’s version of the U.S. Wide Area Augmentation System (WAAS) with essentially the same mission. It offers GPS users in Europe more accurate and reliably GPS positioning. Like WAAS, EGNOS focuses on improving the integrity and accuracy of autonomous GPS positioning primarily by modeling refraction caused by the ionosphere. Also, EGNOS was designed to be compatible with WAAS so your WAAS-enabled receiver will work with EGNOS just fine. The system is similar to WAAS in that it’s an augmentation to GPS. It primarily consists of a network of ground reference stations (RIMS) and three broadcasting satellites. This is done via the network of ground stations spread out over Europe as follows:

    EGNOS

    RIMS = Ranging and Integrity Monitoring Stations MCC = Master Control Stations NLES = Navigation Land Earth Station PAFC = Performance and Assessment Check-out Platform ASQF = Application Specific Qualification Facility In a quick sentence, the MCCs process the data collected by the RIMSs and the NLESs send the processed data to the three geostationary satellites that rebroadcast to the users. Got that? As I mentioned, there are currently three EGNOS broadcasting satellites: -PRN 120 (Inmarsat 3 F2) located at 15.5 West Longitude. -PRN 126 (Inmarsat 3 F5) located at 25.0 East Longitude. -PRN 124 (Artemis) located at 21.5 East Longitude. PRN 120 and PRN 126 are to be used by the general public. PRN 124 is available to the public but designed for use by companies to “perform various tests on the system” according to the European Space Agency (ESA). Generally speaking, the user needs line-of-sight visibility to either PRN 120 or PRN 126 in order to use EGNOS (there are a couple of exceptions I’ll mention later). There is a nice online tool at http://www.lyngsat.com you can use to determine approximately how far above the horizon PRN 120 and PRN 126 are in your area: PRN 120 – http://www.lyngsat.com/tracker/inmar3f2.html PRN 126 – http://www.lyngsat.com/tracker/inmar3f5.html One major exception to the line-of-sight rule is something that significantly differentiates EGNOS from WAAS. The line-of-sight rule has been the major inhibitor for WAAS ground users. Some companies have used innovative methods to overcome this limitation, but EGNOS has taken it to another level. EGNOS has embraced the ground users — something that WAAS has done poorly. To address the needs of the ground users (engineering and scientific community), EGNOS developed Signal-in-Space through Internet (SISNeT). SISNeT is a method of distributing EGNOS corrections over the Internet instead of requiring line-of-sight visibility to PRN 120 or PRN 126. What a great idea! WAAS really missed the boat on this one. All users need is a mobile phone with a data plan (like network RTK) to connect to their GPS receiver and they don’t have to worry about EGNOS satellite visibility. Granted, if you’re using a consumer-grade receiver, this doesn’t make much sense. But if you’re using high performance receivers (1-2 meters) for mapping and you’re in an area where you won’t have consistent visibility to PRN 120 or PRN 126, this makes a lot of sense. Like WAAS, EGNOS accuracy claims (1-2 meters) are a little ambiguous and generally on the conservative side. Like WAAS, you need to be working inside the EGNOS IGP (Ionospheric Grid Point) area to take full advantage of EGNOS accuracy. Note that some receivers are designed to exploit EGNOS outside of the IGP area with some accuracy degradation, but your average consumer GPS unit won’t do this. The following graphic defines that area:

    A year ago, the ESA declared that EGNOS was declared “fully-deployed” for “non-safety of life” applications such as mapping. This is the so-called Initial Operations phase of EGNOS. Safety-of-life applications using EGNOS such as aviation navigation aren’t approved yet, but the news seems to be good. On June 28, 2007, the African aviation safety agency (ASECNA) signed up to cooperate with ESA to improve aviation traffic safety over the African continent. The ESA has done a really good job of publishing detailed information on EGNOS. There is even a website referred to as EGNOS for Professionals that gets as technical as most people would like. EGNOS web site – http://www.esa.int/esaNA/egnos.html EGNOS For Professionals web site – http://www.egnos-pro.esa.int/ EGNOS SISNeT web site – http://www.egnos-pro.esa.int/sisnet/index.html Lastly, I’ll leave you with some data collected last month. It’s always good to get a real field perspective. Through my grapevine, I was able to obtain data collected in Italy (June 2007) using EGNOS corrections. Enjoy. Here is the graphic plot:

    EGNOS

    Here is the tabular data:

    EGNOS EGNOS

  • Survey Perspectives – June 2007

    WAAS Up?

    It’s been about a year since I’ve touched on WAAS (Wide Area Augmentation System) with any depth, and a lot of things are happening on that front so I’d thought I’d give an update. Also, look for a column on EGNOS (Europe’s version of WAAS) in the next month or two.

    WAAS is finally going to settle down, in terms of the WAAS broadcasting satellites; the final one is scheduled to become operational (for aviation users) in mid-July. Although it should never have been a headache for ground users like us (many of us have been using the satellite for mapping for more than a year), it was — mainly because several manufacturers of mapping receivers insisted on allowing their receivers to use only WAAS in aviation mode, which didn’t make any sense.

    Anyway, two significant events will happen next month. One is mentioned above, which means that users in the eastern/northeastern US and eastern Canada who are using mapping receivers that require WAAS to be operational for aviation users will now be able to use WAAS more reliably.

    The other event happening next month is that the two legacy WAAS broadcasting satellites, POR (PRN 122) and AOR-W (PRN 134), will stop broadcasting WAAS information. This has been the FAA’s plan all along. It will leave two WAAS broadcasting satellites (PRN 135 and PRN 138) that provide dual coverage throughout the US. Alas, WAAS satellite visibility will never be as good as it was for northeastern US and northeastern Canadian users when AOR-W was at 54W longitude.

    After the two legacy WAAS satellites stop broadcasting, the coverage footprint will look like this:

    Legacy WAAS Satelite

    This will put the nearly 18-month WAAS satellite reconfiguration confusion to bed.

    Another major milestone for WAAS later this summer is an upgrade that will add four new reference stations in Canada and five in Mexico. Also, new reference stations in Alaska will be added to the Iono grid.

    What this means is that WAAS coverage will expand to the north (Canada) and south (Mexico). Users will also see improved performance on the fringes of the current WAAS service area (southern Texas, southern California, New England states, etc.).

    Following is a map of the Iono Grid Points (IGPs) for the current WAAS service area:

    Iono Grid Point - GPS

    And here’s a map of the IGPs for the expanded WAAS service area:

    IGPS  GPS WAAS

    WAAS Accuracy

    Even though the expanded IGPs have yet to be implemented, WAAS accuracy is impressive. The National Satellite Test Bed (NSTB) produces a WAAS Performance Report on a quarterly basis. Each GPS receiver collects about 7,000,000 each quarter, and the NSTB compiles and publishes the test results.

    Following are the results of Q1 2007:

    For a system that was originally specified to provide 7-meter accuracy, the performance is impressive. At the 95% confidence level, horizontal accuracy for all test sites across the CONUS and some in Alaska are all under a meter. Also, remember that these figures will improve with the addition of the new reference stations later this summer.

  • MetaCarta to Provide the Oil and Gas Industry with Geographically Relevant Data

    MetaCarta, Inc., has announced an agreement with IHS Inc., a global provider of critical technical information, decision-support tools, and related services, to enhance MetaCarta’s Energy Geographic Data Module to provide information when searching for energy-related information specific to a location. Specifically, geologists and other E&P analysts using MetaCarta Geographic Text Search (GTS) and GTS geOdrive solutions will now be able to search for information such as blocks, licenses, oil fields, wells and basins found in IHS databases using the just-released MetaCarta IHS Global Oil & Gas GDM.

    IHS is a leading global provider of a broad range of aggregated, structured data used by the energy industry to study potential and existing oil and gas (O&G) reserves, as well as the transportation, contractual, competitive and other above-ground factors involved in bringing reserves to market. With the world’s most complete databases on wells, fields and other O&G entities, as well as geographic coordinates for these data types, IHS is the ideal choice to provide MetaCarta with a reference source to help guide smart-indexing of the vast amounts of unstructured data oil companies maintain and strive to fully leverage.

    MetaCarta GDMs are knowledge bases used to identify and disambiguate geographic references, assign latitude and longitude coordinates. GDMs contain natural language processing (NLP) logic, which is used to recognize the jargons and data types that represent geographic entities, disambiguate names, and establish greater geoconfidence and georelevance.

    “The alliance with IHS has allowed MetaCarta to develop an energy industry specific GDM utilizing the rich global knowledgebase of IHS,” said Ron Matros, president and CEO of MetaCarta. “Having the most accurate and comprehensive source of E&P information available with our search tools will allow our customers to more accurately pinpoint and collect location-specific information. Helping them get the information they need more quickly is critical to their business, particularly when they are making billion dollar decisions.”

    The Energy GDM is used with MetaCarta Geographic Text Search (GTS) as well as GTS geOdrive and contains thousands of place names, reference formats, and usage statistics particular to the energy industry. These include wells, blocks, MMS areas, oil and gas fields, basins, geologic provinces, and assorted other oil and gas features.

    “Energy companies face a tremendous knowledge-management challenge in order to take full advantage of the accumulated insights across their respective companies that relate to a particular geologic province, an individual well or other asset,” said Timothy Hopkins, vice president of Strategic Marketing at IHS. “With the MetaCarta offering, IHS customers will have the ability to search unstructured data, ranging from the proprietary archives of a retired, 30-year veteran geologist to the latest public press release on an emerging field, and choose from a list of geographically verified matching results. We think oil and gas companies will be delighted with this alliance and the added value it brings.”

  • Survey Perspectives – May 2007

    The Dealer Shuffle

    Whether you live in London, Lagos, Lisbon, or Los Angeles, when you are looking to buy a survey instrument, most likely you have a “preferred” instrument distributor in mind. Maybe it’s the local Topcon dealer. Perhaps your Leica dealer has served you well. Or you might prefer the Trimble dealer in your area. All of the manufacturers have distributors signed up around the world. Some operate on a regional basis, serving several countries, while others serve one specific country.

    I raise this point because of recent, significant changes in the U.S. distribution of survey instruments. These include:

    • Topcon’s intent to acquire Sokkia (still subject to Japanese Fair Trade Commission approval).
    • Leica’s purchase of Allen Precision Equipment, Inc. (APE, Atlanta, Georgia), the largest nationwide catalog distributor of survey instruments in the United States and the largest Topcon distributor in the country.
    • Topcon’s purchase of Hayes Instrument Co., a regional and online distributor of Topcon, Magellan, TDS (Trimble), Sokkia, Nikon, and Carlson instruments.

    A little history. Generally, instrument distributors are independent companies that have distribution agreements with particular manufacturers. Sometimes, a distributor like APE will have agreements with several manufacturers. APE had (prior to being purchased by Leica Geosystems) distribution agreements with Topcon, Sokkia, and Magellan for GPS equipment.

    Another type of manufacturer/distributor arrangement is one like what Leica Geosystems has traditionally maintained in the U.S. They have one distributor that operates exclusively in a region, and no other distributor is permitted to sell in that region. In essence, the distributor is somewhat “protected” by Leica. In return for this protection, the distributor is not allowed to have a distribution agreement with a competing manufacturer.

    Outside of the U.S., there may be several distributors in a country, or there may be only one distributor for an entire country, or, in some cases, a distributor’s responsibility may include more than one country.

    Lastly, in other countries or regions outside of the U.S. where a suitable distributor does not exist or the country is very large, a manufacturer may set up its own regional office.

    The distributor is a very important part of the sales channel for the instrument manufacturer because, for the most part, the local distributor is the one that makes the sale and supports the customer. If the distributor does a good job of supporting the customer and building trust, the customer may be very loyal to the distributor. On the other hand, especially with GPS/GNSS equipment, the customer makes a significant investment training to learn a specific system. So are customers more loyal to the distributor or to the manufacturer?

    At the end of the day, I think they are more loyal to the manufacturer. Even though the customer may well prefer to work with a specific distributor, the significant investment in equipment and training in the manufacturer’s hardware/software trumps the relationship with the distributor. Not many customers are willing to retool their equipment, training, and procedures to stay loyal to a particular distributor.

    Back to current events. It’s been nearly two months since Topcon announced its intent to acquire Sokkia. There was some significance to the announcement in terms of brand differentiation and reconciling the Topcon and Sokkia distribution channels, but the synergy was plausible (refer to my March column for further details) and it didn’t upset the instrument distributor applecart in a significant way.

    Then along came Leica, who announced last week that it had acquired APE — a discount, nationwide, mail-order survey equipment supplier. APE is (was) Topcon’s largest U.S. distributor. In response to the purchase, Topcon announced it had severed its relationship with APE. In one fell swoop, a decades-long relationship was ended.

    On its website, APE stated that it “wished to continue representing all current product lines, including Topcon.” But the site goes on to say, “However, Topcon has chosen not to support our mission…” It doesn’t take a brain surgeon to understand why Topcon cut off the relationship.

    With its largest U.S. distributor cast away, Topcon was left with a big hole to fill. Within days of the Leica announcement, Topcon announced it had purchased Hayes Instrument Co. of Shelbyville, Tennessee. Hayes is a regional and online distributor of survey instruments which has garnered a reasonable reputation of providing quality technical support. Hayes is also a distributor of Magellan, Sokkia, TDS, Nikon, and Carlson. Topcon also announced Hayes will be opening an Atlanta, Georgia, office by the end of June. Clearly Hayes gives Topcon the springboard to expand their distribution quickly in the southeastern U.S. — where APE is the most dominant. This is damage control at its best and actually is a better long-term solution for Topcon, in my opinion.

    What I don’t get is how Leica is going to reconcile the APE purchase with its U.S. distributors. Leica has traditionally protected its distributor network fairly well, so on the surface the APE purchase seems really out of character. Perhaps APE was purchased to “fill in the blanks” where good Leica distributor coverage is lacking. Rumor has it there was a Leica distributor meeting last Monday (May 14th). It will be interesting to hear the fallout from that meeting.

    One thing is for sure: the dust hasn’t settled yet.

  • Trimble Introduces Handheld Data Collection Device

    Trimble has introduced the Juno ST handheld, a portable data collection solution supported by the company’s field and office software. It comes standard with a built-in GPS receiver, Microsoft Windows Mobile version 5.0 software, and Wi-Fi/Bluetooth for wireless connectivity to office networks, cameras, and mobile phones.

    The Juno ST handheld’s low price point facilitates large-scale deployment, according to Trimble, allowing a company or organization to equip a significant number of its employees; it is especially practical for use in applications where high productivity is most important. Examples include natural resources organizations, utility companies, and government agencies conducting inspection and permitting tasks. The Juno ST handheld is also fully compatible with other Trimble data collection systems, utilizing the same software and workflows as the entire range of Trimble Mapping & GIS solutions.

    Delivering a range of 2- to 5-meter positioning, real-time or postprocessed, the unit incorporates a high-sensitivity GPS receiver and has been designed to maximize yield of positions in hostile environments, such as under forest canopy and up against buildings. For use in a vehicle, an external antenna can be added.

    “The Juno ST handheld is ideal for companies and organizations that need to deploy a large number of data collection systems in the field,” said Doug Merrill, general manager of Trimble’s Mapping & GIS Division. “Small and light enough to fit in your pocket, the Juno ST can easily complement an existing field operation and can be added into your current workflow.”

    The unit weighs 4.8 ounces (133 grams) and measures approximately 4.3 in X 2.4 in X 0.7 in (10.9 cm X 6.0 cm X 1.9 cm). The handheld has 128 MB of non-volatile Flash data storage and a Secure Digital (SD) card slot for additional data storage. The removable Li-Ion battery is rechargeable and lasts for up to eight hours.

    The Juno ST provides flexibility with Windows Mobile 5.0 software and includes Microsoft productivity tools such as Word Mobile, Excel Mobile, Internet Explorer Mobile, and Outlook Mobile.

  • Survey Perspectives – April 2007

    Getting Personal, Now

    Ok, this column is supposed to be about high-precision GNSS, right? Well, who would have ever thought I’d be inclined to write about consumer GPS receivers? Certainly not me. Sometimes, I even speak rather condescendingly about those “Wal-Mart GPS units” because they seem to be mis-used so often in the survey/construction business.

    But with the explosive growth of Personal Navigation Devices (PNDs) and being the GPS technology-aholic I am, I had to give some of these a try. Surprisingly, I became addicted to them in short order. Mind you, I already have an in-dash GPS navigation system in my car so this isn’t a new concept to me. So why the big fuss?

    First of all, let’s define a PND so everyone’s on the same page.

    The newer PNDs are roughly the size of a slice of French bread with a 3”-4” LCD touch screen. Its primary function is to guide you from Point A to Point B by providing you turn-by-turn instructions on the map screen and via voice instructions. Seriously — it talks to you. It typically comes with a street/address map database of the region where you bought it such as North America, Europe, etc. It runs on batteries or vehicle power and comes with some sort of windshield or dashboard mount.

    Whereas legacy PNDs were bulky and ran a short time on batteries and were really designed to stay mounted in your car, the newer PNDs are slim. They are designed to be truly portable with features that support “grab and go” functionality like ruggedness and extended battery operations.

    The PND did its job of getting me to where I needed to go. But the great part about it was that when I needed to alter plans, like a last-minute dinner meeting, it was perfect. With my old Mapquest method, I would have scrambled to find directions.

    But, secondly, perhaps what surprised me most and what prompted me to focus this month’s column on PNDs is the response I’ve been receiving from people who see me using the PND. I’m not talking about soccer Mom’s or Joe consumer. I’m talking about architects, construction superintendents, engineers: professional types. I’ve been on project sites where these types of people see me using the PND and they start asking questions.

    Most see it as a really productive business tool because they spend a lot of time traveling from one project site to another and aren’t necessarily familiar with the local hotels, restaurants, reprographic vendors, construction material vendors, and so on.

    Some have even exclaimed they can’t believe there’s not a monthly subscription fee. There’s not. Although after a couple of years of ownership, you’d probably want to purchase an updated map database.

    So the pessimist in me asked what happens if I become too dependent on the thing. After three days in San Francisco, I’d used the PND exclusively to navigate my way around the different suburbs. At the end of my trip, I dialed up the rental car location on the PND and let her take me home. Sure enough, about 10 min. from the airport, the screen went blank. No warning, no nothing. Dead battery. After a few seconds of “uh oh, what am I’m going to do now?” I remember I packed the car charger. I pulled over, plugged it in and off I went. But, it made me think about what I would have done otherwise. My conclusion was that, worst case, I pull over and ask for directions.

    The attractive feature of the “grab and go” functionality with new generation PNDs is that they aren’t tied to a specific vehicle. I found myself throwing it on the seat of rental cars and not using the windshield mount at all. To me, there was not enough value in hooking it up all that mounting hardware. I’d rather stuff it in my laptop bag and pull it out when I need it. I can imagine a small survey outfit having one unit in the office that folks check out for the day no matter which rig they are taking in the field.

    Another attractive feature for survey/construction professionals is that some of the new generation PNDs allow you to load topo maps in addition to having turn-by-turn directions, points of interest, etc.

    Time is money and it doesn’t take an MBA to figure out that if the PND saves time getting folks to each project site faster, it’s a no brainer at the ~$500 price tag.

    L1 RTK follow-up

    I promised I wouldn’t visit this subject again until products starting hitting the streets. It’s starting to happen. read more >>

  • Leica Geosystems Geospatial Imaging Participating in 2007 AAG Annual Meeting

    Leica Geosystems Geospatial Imaging has announced its participation at the 2007 AAG Annual Meeting, April 17-21, 2007, at the San Francisco Hilton, San Francisco, California. Leica Geosystems Geospatial Imaging will be exhibiting in booth #906 and showcasing the following products: ERDAS IMAGINE 9.1, Image Analysis for ArcGIS, Stereo Analyst for ArcGIS, IMAGINE Easytrace, Leica MosaicPro, and IMAGINE DeltaCue. In addition, geospatial imaging experts from Leica Geosystems will be present to answer questions and provide information.

    “The AAG Annual Meeting is a premier event for both the educational and commercial geographic community that crosses many existing and new markets,” said Steve Jennings, Director of Americas Sales, Leica Geosystems Geospatial Imaging. “As a proud participant, Leica and its partners are committed to providing the most accurate and efficient solutions to the academic and professional attendees at AAG. The explosion of geographic information, imagery and visualization in 2007 is unprecedented.”

    This year’s annual meeting will discuss research, education, and developments in geography.

  • Leica Geosystems Promotes Revamped Online Store with Laser Discount

    To promote the relaunch of its online store, Leica Geosystems is offering a promotion for the Rugby 50 and 55 construction lasers. The redesigned B2C online store offers enhanced functionality, navigation features, and content to enable consumers to more easily and quickly find the tools and product information they need to make informed purchasing decisions. The enhanced customer-checkout functionality allows consumers to pay for products with the free payment service PayPal. Customers can also pay using Visa, Mastercard, American Express, or Discover cards. Users can purchase construction survey products directly from Leica Geosystems through the online store.

    “The re-launch of Leica Geosystems’ B2C online store is all part of our commitment to continually improve our customers’ experience and to develop innovative ways to increase brand awareness of our construction survey product lines,” said Reynolds Boyd, Leica Geosystems’ product marketing manager and principal manager of the online store.

    In line with this commitment is Leica Geosystems’ promotion of the latest additions to its construction laser family: the Leica Rugby 50 and Leica Rugby 55 interior and general construction rotating lasers. Customers have the opportunity to purchase these two construction lasers online at a reduced price. Until April 30, 2007, customers will receive $100 off Leica Rugby 50 packages and $125 off Leica Rugby 55 packages. These packages also include free second-day shipping.

  • Trimble Offers Training for Its Engineering and Construction Solutions

    Trimble has expanded its portfolio of training products with a suite of modules for the engineering and construction industry. Facilitated through an Internet-based enterprise learning management system, the training modules will be available to distribution partners and customers.

    Utilizing virtual reality technology, the interactive training modules provide simulations of how to use Trimble solutions. The simulation modules may be used as standalone training tools or as an integral part of a blended training program that encompasses e-learning and instructor-led training. Customers can access the simulation modules online and learn through hands-on training in the office or their home. An individual’s training history is recorded in the enterprise learning management system, providing a way of managing and tracking each person’s professional development.

    “The introduction of the Trimble Knowledge Network is an important element in our overall strategy within the Engineering and Construction segment,” said Chris Gibson, general manager for Trimble’s Global Services Division of the Engineering and Construction segment. “Providing a highly innovative, cost-effective and comprehensive training program enables our customers and partners to refine their training activities to optimize productivity and maximize their return-on-investment through the use of Trimble solutions.”

  • DIRECTIONS 2007: Survey & Construction

    Momentum is a powerful phenomenon. When thought of in terms of a moving object, its mass and velocity can be measured. In other respects, it’s immeasurable. Feelings of confidence, trust, and faith can’t be hard-coded — but can make the difference between winning and losing. Whether in the context of a football game, the stock market, or a presidential election, positive momentum builds confidence, and confidence feeds the momentum. The Big Mo.

    In 2006, GPS constellation health has declined, but a well-timed presentation by Brad Parkinson at the ION GNSS 2006 conference has injected renewed enthusiasm into the GPS program. Parkinson’s call for a 30-plus satellite constellation may constitute a boon for GPS survey/mapping users in 2007. More satellite signals and healthier satellites mean increased productivity. While 2006 saw two IIR-M satellite launches, look for double that in 2007. Even if new launches don’t improve the PDOP spikes, we’ll have more reliable hardware in orbit. The Big Mo is rolling.

    The short-term benefit of the IIR-M launches is a healthier constellation. Another, longer-term benefit comes from the addition of the second civil frequency. L2C may bring some value to L1/L2 users in 2007, but with only eight IIR-Ms even potentially operational by year’s end (assuming five are launched in 2007), plus the requirement to have an L2C-capable reference station, the bennies will be limited.

    GLONASS is still a crapshoot and may likely continue that way into 2007, but it doesn’t matter because its value is augmenting GPS. Up until a few months ago, it had The Big Mo on its side. Then GLONASS headed south in a hurry in September, when nearly a half dozen satellites were declared unusable “due to maintenance.” This continued for 30-plus days. The good news is that the Russians are launching GLONASS satellites at a pretty good clip, and GPS/GLONASS users don’t need a full GLONASS constellation for it to be useful. Three more are scheduled to launch this month and six are scheduled for launch in 2007.

    Even if only half of those become operational, GPS/GLONASS users will feel the love in 2007. Worldwide GLONASS usage will increase significantly in 2007 now that all major survey instrument manufacturers have introduced and will begin rolling out their GPS/GLONASS-capable products. The Big Mo will return.

    Galileo won’t do anything for the survey/mapping user in 2007, but that doesn’t mean you don’t keep tabs on it. Galileo has the potential to deliver Huge Mo for survey/mapping — just not in 2007. The business model will continue to receive scrutiny, and the discussion of military use will spin things around a bit, but development and testing will continue. The key news to look for in 2007 will be any significant delays. 2008 should be a Big Mo year for Galileo if the program can stay on target, and if tight GPS interoperability is realized.

    Satellite-based augmentation systems (SBASs) like the United States’ WAAS, Europe’s EGNOS, Japan’s MSAS, and India’s GAGAN also have Big Mo on their side. Virtually every GPS receiver shipped today is SBAS-capable. WAAS will finally stabilize with respect to the communication satellite adjustments made in 2006, and EGNOS should be declared operational. The worldwide SBAS user base will continue to show strong double-digit if not triple-digit growth.

    NDGPS (National Differential GPS), another GPS augmentation system, will encounter the most significant crossroad in its decade-long history of service in 2007. Lack of support threatens the program’s existence. The worst-case scenario is that NDGPS will shut down as early as October 2007, leaving the U.S. Coast Guard to operate only 40 or so maritime DGPS broadcast stations along coastlines and major waterways. Big Mo left some time ago, and No Mo has moved in.

    Reshaping the Marketplace. The most interesting GPS survey/mapping innovation for 2007?

    L1 RTK.

    While not the most innovative technology because it’s been possible for many years, it holds great interest because of its potential to reshape the survey/mapping marketplace. It will fill a gap between L1 static systems and high-end L1/L2 RTK systems. Those L1 static users who could not overcome the financial jump to an L1/L2 RTK system costing several tens of thousands of dollars will now have the productivity of RTK within reach.

    Why now, and not five years ago? Follow the money to find the answer. L1/L2 RTK systems still run in the US$25-45,000 range. Competition among high-end GPS manufacturers is heating up, so they’re looking for opportunity. L1 RTK systems will be half that price — maybe even one third. Yes, baseline lengths will be limited to a few kilometers, and initialization times will be measured in terms of minutes rather than seconds, but the accuracy will be the just as good as high-end L1/L2 RTK systems.

    Satellite constellation health will be the wildcard for L1 RTK. 2006 was not a good year for the GPS constellation. With L1 RTK and a weak constellation, productivity would be an issue, especially if you aren’t operating in a really clear open-sky environment. However, the good news is that it seems GPS Wing of the U.S. Air Force is in giddy-up mode again. If they share Parkinson’s vision of a 30-plus satellite constellation, L1 RTK could end up being a very productive tool — with Big Mo on its side.

    Eric Gakstatter is editor of GPS World’s Survey & Construction e-newsletter. Free subscription available.

    More DIRECTIONS 2007

    Every December GPS World invites experts to share insights on what the new year holds. Here are additional views in the Directions 2007 feature:

    SYSTEM DESIGN & TEST
    Opportunity, Innovation — and Choice
    By Charles F. Trimble and F. Michael Swiek

    MILITARY & GOVERNMENT
    Through a Glass, Darkly
    By John T. Kelly

    AVIONICS & TRANSPORTATION
    Modernizing, Expanding GNSS Use
    By Bill Thompson

    LOCATION-BASED SERVICES
    As Navigation Goes, So Goes LBS
    By Mike Sheldrick

  • Blue Marble Offers Applied Geodesy Training in Houston After the GIS for Oil and Gas Show

    September 9, 2006 — Blue Marble Geographics will be offering applied geodesy training in their Geographic Calculator class after the GIS for Oil and Gas Conference on Friday, September 22, 2006. The day-long session is an in-depth training course using the Geographic Calculator, a flexible data-conversion application.

    The course also features education on the basics of geodesy and mapping. Blue Marble will also be exhibiting at the Geographic Information & Technology Association GIS for Oil and Gas Conference at booth number 502.

    The Geographic Calculator converts individual coordinates, point database files, and vector map files from virtually any coordinate system to any other. Users can transform between coordinate systems, calculate the distance and azimuth between two coordinates, and calculate new coordinates at a known distance and azimuth from known coordinates. The Geographic Calculator also automatically computes grid convergence, point scale factor, datum shifts, and grid shifts.

    Call toll free 800-616-2725 to reserve a spot in the class.