Category: Opinions

  • Survey Perspectives – Early July 2008

     

    PNT Advisory Board on the Virtues of 30 Plus

    Last fall, I wrote a column about the Civil GPS Service Interface Committee (CGSIC). Essentially, CGSIC is the forum for the civil community to communicate with the people who manage the GPS, and vice versa. In this column, I’d like to climb up the ladder, so to speak, and talk about the Space-Based Positioning, Navigation and Timing (PNT) National Executive Committee.

    The PNT Executive Committee was established by the president to “advise and coordinate federal departments and agencies on matters concerning” GPS. Specifically, its functions, according to the website, are to develop a national space-based PNT strategy, develop a five-year national space-based PNT plan, and conduct an annual assessment of the adequacy of the federal government’s department and agency budgets and schedules.

    Let me be clear, the Civil Global Positioning System Service Interface Committee (CGSIC) and NAVCEN are still together the clearinghouse for the public to communicate with the people who administer GPS and vice versa. That hasn’t changed. But monitoring PNT Committee activities, reading various presentations given by PNT Committee representatives, and reading minutes from PNT Committee advisory board meetings can give one a view into the thoughts of those who influence GPS policy.

    A Case in Point.

    Some of you in the user community have been around GPS for a decade or longer. You may recall that back in the 90’s, the U.S. government attitude towards other countries developing their own GNSS was quite cold and unsupportive.

    Since then, this attitude has changed 180 degrees. The U.S. GPS folks are reaching out and embracing GNSS development elsewhere. Joint working groups have been established that include U.S. GPS representatives and technical folks from the various GNSS programs to promote compatibility and interoperability between GPS and these other GNSS.

    There is no better example of this than when the United States and Russia formed the GPS-GLONASS Interoperability and Compatibility Working Group in December 2004. Remember that GPS and GLONASS were both deployed during the height of the Cold War, so no technical communication (at least non-adversarial) was possible at that time. Fast forward to 2007 when the Russian Space Agency indicated that GLONASS would be migrating towards CDMA so GLONASS would be compatible with GPS and other GNSS in development. This is a truly remarkable turnaround.

    Last September at the Institute of Navigation (ION) GNSS conference, Alice Wong, Senior Advisor on GNSS with the U.S. State Department, discussed many of the international cooperation arrangements the United States has with countries developing a GNSS. She made two revealing and significant statements. “The number of space-based signal providers will grow from two countries (the United States and Russia) to at least six or more by 2020,” she said. The United States has recognized that although it may have set the gold standard for GNSS, it’s growing beyond what it can control. That leads to Wong’s second statement, which described the U.S. attitude towards GNSS development and operation.

    Interoperable = Better Together than Separate

    I didn’t intend for this to become a column on U.S. international GNSS policy, but rather to illustrate the tremendous amount of information and links to be found on the PNT.gov website.

    Beside the presentations by PNT representatives, another part of the PNT.gov that’s very interesting to monitor is the PNT Advisory Board. NASA (National Aerospace and Space Administration) established the board on behalf of the PNT Executive Committee. The board members are non-government GPS experts who provide advice on GNSS from a technical as well as program and policy perspective. There are some well-known and well-qualified individuals on the board. Some you would know by name, such as Charlie Trimble (formerly of Trimble Navigation) and Brad Parkinson of Stanford University. But there are also many others from industries outside of surveying/construction that you may not recognize, but that represent significant industries or offer valuable perspectives.

    The board meets at least twice a year and PNT.gov publishes minutes from the meetings. Reading the minutes from these meetings is an interesting look at how future GPS policy may be shaped.

    The minutes from the March 2008 meeting (all 31 pages) are now available at PNT.gov. Please note that the board meetings aren’t limited to the PNT Advisory Board members. The meetings are open to the public, although audience members are asked not to interrupt the speakers. In the minute appendices, one can view a list of all who attended the March 2008 meeting.

    In reading the minutes, one sees that a substantial part of the discussion centered on the optimal number of satellites and configuration of those satellites. To wit:

    • Gerhard Beutler, President, International Association of Geodesy

    “Further, he reported that the scientific community, organized in IAG, was committed to exploiting the full potential of all GNSS systems: this, he said, required combining all systems measurements in a single analysis; placing laser reflectors on all GPS/GNSS satellites; and expanding the GPS constellation to 30-plus equally-spaced satellites.”

    • Bard Parkinson, Stanford University

    “Dr. Parkinson, panel chair, said the Independent Review Team (IRT) had identified the Big Five essential GPS performance criteria: assured availability, resistance to interference, accuracy, bounded inaccuracy (in particular, the limit on the “wild result”), and integrity.”

    • Michael Shaw, director, National Coordination Office for Space-Based PNT

    “Mr. Shaw commented that to meet a 30-satellite standard, 34 to 36 satellites would be required. Dr. Parkinson said he believed 33 would be sufficient; at present, he said, the commitment to 24 was not always maintained. Dr. Parkinson added that if the Federal government committed to 30, and didn’t always make it, ‘we would forgive you.’”

    • Capt. Joe Burns, United Airlines

    “Capt. Burns from United Airlines commented that the improvements in civil aviation expected from a space-based air traffic control system would not be realized with the current constellation. Dr. Parkinson urged civil aviation to undertake and make public a cost/benefit analysis on the subject: he asked Capt Burns how many satellites he believed were required. Capt. Burns said at least 27, preferably 30. Ms. Neilan said it appeared all present believed 30 satellites were needed. She asked Dr. Parkinson if his analysis had been intended to prompt persons at DoD to reconsider whether the 21 plus 3 constellation was indeed adequate to their needs. Dr. Parkinson said he did not know what affect his study might have.”

    The discussion time spent on the number of optimal GPS satellites is positive and I think it speaks to the future of what we can expect. Even though we enjoy 31 satellites today, the DoD only guarantees a 24-satellite constellation. I also like the fact that Parkinson is staying on target with the same message of the Big Five that I first heard at the ION GNSS 2006 conference.

    If you get a chance, take a break and read through the minutes. It’s worth the time.

     

  • Survey Perspectives – Late June 2008

    The Mobile Frontier in Field Data Collection

    The mobile phone business is going nuts. Makers are introducing powerful phones in groves. The sleek and stylish Motorola Razor is almost an antique now. Apple introduced their new iPhone G3 last week and Sprint is introducing the Instinct later this month, complete with streaming TV service. Blackberry is rumored to be coming out with a touch screen phone for Verizon. Nokia, well, they’re in the process of buying Navteq. Navteq map databases power the leading personal navigation devices (PNDs) like Garmin, Magellan and Navigon among others. ‘Nuff said.

    2008/2009 is going to be the year(s) of the smartphone, with manufacturers packing more and more into mobile phones. I saw this at the CTIA Wireless 2008 conference in Las Vegas a couple of months ago. I was blown away by the absolutely huge exhibition booths setup by Nokia, Motorola, BlackBerry/Research in Motion, Samsung, LG, etc. Their booths were like small metropolitan areas within the exhibition center.

    Okay, this is cool stuff, but how does this affect my business/organization?

    Mobile phones are becoming powerful enough to rival some of the most powerful field data collection devices ever made. Certainly orders of magnitude more powerful than those hand-held bricks we used a decade or so ago.

    Granted, most of the emphasis we see on the new mobile phones is geared towards the average consumer: texting, streaming video, e-mail, social networking, and web browsing. That’s where the huge volumes are, and that’s what gets the attention of the handset manufacturers and wireless service providers. Our industry is catching the attention of some software developers who are writing software for smartphones that can be very productive for field personnel. I think it is very early in this game and there is a lot of software yet to be released that will help us become more efficient in the field, though.

    One software company who has recognized the potential in this area is a little-known company called Telenav out of Sunnyvale, Calif. Last I heard, they had about 400 people and were rated the no. 1 fastest growing company in Silicon Valley by Deloitte for the period 2002 to 2006 in the technology, media, telecommunications, and life sciences category.

     

    You might have used its navigation product. Its flagship GPS navigation software provides the basis for navigation software that Sprint and others sell to their mobile phone customers. It provides many of the same functionality that today’s PNDs provide, such as voice-guided turn-by-turn navigation and points of interest (POI) lookup. The major difference between PNDs and mobile phone applications like Telenav is the up-front cost. PNDs cost from $100 to $1,000, whereas GPS navigation applications for your phone are sold on a subscription basis in the $10 month range. The subscription price in the industry has not settled yet. I think it will end up in the $2 to $3 per month range and/or come bundled with other services like social networking.

    To give you an idea of the market reach, Telenav claims their software runs on more than 200 different mobile phones on 12 different wireless carriers in 22 different countries. Competitor Networks in Motion (NIM) claims to have the largest mobile phone subscriber base in North America. They claimed that on the day before Mother’s Day, May 10, it recorded nearly five million server transactions.

    Onto Mobile Phone Applications Other Than GPS Navigation

    What interests me about Telenav is that unlike most other mobile phone software companies, it is paying a lot of attention to mobile resource management (MRM). In fact, it claims to be the market leader in MRM for mobile phone users. Its flagship product for this market is Telenav Track. Tracking assets and people using GPS is commonplace these days, and there are many, many companies currently offering solutions. Last year, Trimble spent $500 million to acquire @Road, a company specializing in MRM, for example. What differentiates Telenav Track is that all the software runs on mobile phones.

    More specifically, I’m really intrigued by the electronic forms aspect of MRM. Essentially, it’s taking a paper form, such as an inspection form, and programming it into an application on a mobile phone. Sound familiar? This is the same concept behind automating field data collection for surveying and construction. Just like 40 years old being the new 30, mobile phones are the new data collectors. Ok, you won’t see them replacing the data collector as you know it today, but I’m seeing a lot more crossover. More traditional field data collectors are now GSM/Wi-Fi capable and more mobile phones are becoming powerful field data collectors.

    A case in point: in 2007, the City of New York dedicated 15 inspectors to travel through the city and search for maintenance problems such as potholes, graffiti and excess litter. Traditionally, the city had relied on citizens to report these problem areas, but detailed information and location was often incomplete. The city outfitted the inspectors with BlackBerry mobile phones with custom data collection software installed. The electronic form allows the inspector to record the necessary details while the GPS records the location of the problem area. Unlike traditional data collectors where the data is batched and downloaded later in the day, the data collected on a mobile phone is sent to the server in the office immediately.

    The benefits are obvious. The electronic forms control the quality of the data collected by guiding the user through the inspection. The real-time aspect of data collection speeds up the entire process.

    Higher quality data + real-time data = better decisions made faster.

  • Survey Perspectives – Early June 2008

    Is Dual-Frequency GPS — As We Know It — Becoming Obsolete?

    On Friday, May 16, 2008, the Office of Space Commercialization issued a Notice for Public Comment. In it, the U.S. Department of Defense (DoD) proposes to discontinue supporting P(Y) codeless/semi-codeless on both GPS L1 and L2 frequencies on modernized satellites (Block IIR-M, Block IIF and Block IIIA/B/C) beginning December 31, 2020. After 2020, legacy dual frequency receivers may still work, but the DoD would no longer assure that P(Y) power levels and the navigation message would remain the same. Therefore, the civil GPS community has no assurance that legacy dual frequency receivers will operate as before.

    Essentially, this means that every dual frequency receiver designed in the 1980’s, 1990’s and many in the early 2000’s would become virtually obsolete. In the interest of disclosure, that includes my own legacy real-time kinematic (RTK) system.

    I caution you … it is very easy to rush to judgment regarding this proposal. When I first read it, my first response was “Whoa, dude, no way!” However, it’s important to take a deep breath and work your way through the logic. Your conclusion may be the same as your initial response, but at least you’ve thought it through. That being said, you must also realize that this is the first action, in the history of GPS, which will render a massive amount of GPS equipment obsolete.

    What is Codeless/Semi-codeless Processing?

    On L1, there is C/A code and P(Y) code. C/A is for civilian use, P(Y) for military use. On L2, originally there was no civilian code, only P(Y) for military use.

    Back in the 1980’s, engineers in the commercial sector were trying to figure out a way to utilize L2 because it would significantly increase the receiver’s performance. Some really smart ones figured out how to track the encrypted P(Y) code on L1 and L2. Then they figured out how to cross correlate the measurements on L1 and L2 and voilà, the modern dual frequency receiver was born. This technique is used in virtually all dual frequency equipment sold today in the commercial (non-military) market.

    All post-processing and RTK algorithms are based on using codeless/semi-codeless techniques of one sort or another.

    Codeless/semi-codeless processing would not have been needed if L2C had been around on the original GPS satellites. In fact, even today there are only six satellites broadcasting L2C. Every satellite launched since 2005 (six of them to date) and each launched in the future will broadcast L2C, so eventually every satellite will.

    What’s Being Proposed?

    After December 31, 2020, the DoD proposes to discontinue supporting P(Y) on L1 and L2 for the commercial market on all modernized satellites (Block IIR-M, Block IIF, Block IIIA/B/C). Block IIA/IIR satellites will continue to operate as they do today. However, unlike today where Block IIA/IIR account for 25 of 31 operational satellites, the youngest Block IIR satellite will be 16 years old in 2020, if any still exist at all.

    The DoD’s proposal assumes that most organizations will have upgraded their GPS equipment by 2020 and will be utilizing L2C (and other modernized signals), so that L1/L2 P(Y) codeless/semi-codeless processing won’t be needed any longer.

    In their synopsis, the DoD states that GPS manufacturers have indicated that the user community needs approximately ten years to replace legacy GPS equipment with equipment capable of utilizing modernized GPS signals. You can read the DoD’s full proposal here. It contains a lot of pertinent background information.

    Who’s Affected?

    Unfortunately for those of us in the survey/engineering/construction/deformation monitoring/high-precision GIS industries, we would be the ones affected the most.

    In real terms, this means that any dual frequency receiver not designed to use L2C will essentially become a paperweight after December 31, 2020. The receiver may still work after that date, but there is no assurance it will continue operating properly. The list of receivers affected is quite long and includes models from all major manufacturers, such as Trimble, Leica, Topcon, Magellan (Ashtech/Thales), and NovAtel among others. Check with the manufacturer of your equipment to determine if it is capable of utilizing L2C. If it’s not, then it’s considered a legacy receiver and would become obsolete.

    Also, one should be careful and not assume that all receivers sold today are capable of utilizing L2C. Ask your dealer or the manufacturer of the equipment before your purchase.

    No L1-only receivers, such as hand-held GPS units, car navigation systems, various tracking devices, GPS-enabled mobile phones, L1-only GPS mapping systems, and timing receivers are affected by this proposal. L1-only RTK receivers are not affected either. None of these use codeless/semi-codeless techniques. The exception is some of the newer GPS receivers designed for GIS data collection at the decimeter (or sub-foot) level. Although not actively marketed as such, these are dual frequency receivers and might be affected if this proposal is carried out.

    It doesn’t take long for one to think about the thousands and perhaps tens of thousands of reference stations worldwide that will need to be replaced. Just the United States CORS (Continually Operating Reference Stations) network alone comprises more than 1,000 receivers. Granted, some are modernized receivers that may only need a minor update, but many others are legacy receivers that will need to be replaced or risk obsolescence. Those 1,000+ CORS receivers service thousands of users monthly. In April 2008 alone, the National Geodetic Survey reported that more than one million FTP requests were made for CORS data.

    The DoD says that December 31, 2020 isn’t a “hard” date. In other words, GPS equipment using codeless/semi-codeless techniques may work just fine after December 31, 2020. What they are saying is that after December 31, 2020, they won’t guarantee they will not do something that will impact P(Y) code and subsequently prevent your receiver from performing like you’d expect.

    Timing Is Everything

    I think I understand the DoD’s logic. They are developing these modernized signals (L2C, L5, L1C) that should be commonplace by the time 2020 rolls around. Continued support of semi-codeless would interfere with some new features they want to play with on the military side of GPS. Why support the legacy stuff when the new stuff is better anyway?

    The first issue I thought of is what the status of the GPS constellation will be in 2020. Today, GPS users have 31 satellites to work with. As high-precision users, we need every one of those. Just last week, I was stuck in the middle of a GPS fieldwork day waiting for a sixth satellite to come into view so I could continue my RTK work.

    The DoD is still only committed to a 24-satellite constellation, but they’ve been spoiling us with 30 or more for quite awhile now. It would be hard to go back.

    So, of course, I started doing the math to guesstimate how many satellites will be operational in 2020, based on information provided in the DoD’s proposal and other sources. The DoD’s proposal states that they expect 24 satellites to be broadcasting L2C by 2016 and 24 satellites will be broadcasting L5 by 2018. We know that eight Block IIR-M satellites were built and twelve Block IIF satellites will be built. We also know that, as announced last month, eight Block IIIA, eight Block IIIB and eight Block IIIC satellites will be built. From this information, one can deduce that in 2016 the constellation will look something like this:

    • 8 ea. Block IIR-M satellites broadcasting L1 C/A, L2C
    • 12 ea. Block IIF satellites broadcasting L1 C/A, L2C, L5
    • 4 ea. Block IIIA satellites broadcasting L1 C/A, L2C, L5, L1C

    The above lists and the ones following the paragraph below are the civil signals. Of course we can assume that each satellite is still broadcasting military P(Y) code and M-code on L1/L2.

    Based on the exceptional life span of legacy Block IIA/IIR GPS satellites, there would still be approximately six to eleven of them still broadcasting L1 C/A code. By 2018 we can deduce that the remaining four Block IIIA satellites and four new Block IIIB satellites will have been launched, giving a total of 24 satellites broadcasting L5. The constellation would look something like this:

    • 8 ea. Block IIR-M satellites broadcasting L1 C/A, L2C
    • 12 ea. Block IIF satellites broadcasting L1 C/A, L2C, L5
    • 8 ea. Block IIIA satellites broadcasting L1 C/A, L2C, L5, L1C
    • 4 ea. Block IIIB satellites broadcasting L1 C/A, L2C, L5, L1C

    There should also be a handful of remaining Block IIR satellites available for service that are still broadcasting L1 C/A code.

    If I’ve done the math right and the DoD keeps this schedule, that’s not bad; not bad at all. In 2016, there would be somewhere between 30 and 35 operational satellites. In 2018, there would be somewhere around 37 operational satellites. In terms of sheer numbers, that’s equal to or better than where we are today.

    After working through this, I think it’s obvious that we will be better off than we are today with respect to the satellite constellation. As I’ve written before, triple frequency receivers (L1, L2, and L5) will be far superior to today’s dual frequency receivers that utilize codeless/semi-codeless techniques. If you add Galileo on top of that, it’s a no-brainer. I look forward to the day that I’m in the field and have 20 or more GPS/Galileo satellites in view when just last week I was struggling to find six.

    Lastly, in case you missed it ,the DoD stated that if the new satellite schedule were delayed, they would reassess the codeless/semi-codeless sunset date.

    It’s All About the $$$

    Alas, at the end of the day, this is where it’s going to hurt the user community the most.

    I think nearly everyone’s heard of the Spring 2009 sunset date for analog television in the US. On that date, full-power television stations will stop broadcasting on analog channels, rendering analog television sets obsolete. Congress was so concerned about consumer backlash that they are subsidizing analog-digital conversion boxes to the tune of $890 million, based on a price of $50 to $70 each. To put it in perspective, that doesn’t even cover the cost of 3-meter L1/L2 antenna cable.

    We are going to get hit in the wallet … hard.

    An argument in support of all this states that triple frequency GPS equipment will be much cheaper at that time. I agree it will be cheaper, but we are still talking about tens of thousands of dollars. The survey/engineering/deformation monitoring/high-precision GIS market is relatively limited in size, is highly technical, and requires complex software, training, and technical support. It’s not like spending $150 at WalMart for a Garmin receiver that you can figure out without reading a manual.

    Another argument in support of the DoD’s proposal is that 12 years gives us plenty of time to enjoy a solid return on investment (ROI) on our current equipment. While I follow that logic, I’ve seen a lot of GPS equipment in the field that is 15 years to 20 years old. The stuff just keeps working.

    I’ve been amazed that my RTK system, based on 12-year-old technology, still cranks up like it did the first time I used it. Maybe it’s more of an emotional feeling than anything else, but as much as I work through the logic, it’s hard to swallow that my $40,000 system has a date with the trash bin.

    I know codeless/semi-codeless dual frequency GPS is the core technology for thousands of small to medium sized businesses around the world. Outside of vehicles, GPS equipment may have been the largest capital investment for them. For those who made that purchase in the last couple of years, the codeless/semi-codeless obsolescence is not something they want to hear about even if it is 12 years away.

    The U.S. Department of Commerce has done a quick survey and prediction, to get a rough idea of the dollar-value of equipment that will need to be upgraded sometime toward the 2020 time frame. Its figure for the economic impact is $1.3 billion to $1.7 billion dollars per year if semi-codeless were taken away today. That’s the estimated value of at least 200,000 semi-codeless receivers out in the field today, a figure that it
    acknowledges to be conservative, by the way.

    According to the DoC analyst, if semi-codeless were taken away in five years, in the year 2012, using some growth rates and extrapolating, the estimate would grow to between 373,000 and half a million users worldwide, and the economic loss on a worldwide basis would be between $3.6 billion and $4.8 billion; within the U.S. alone, that portion would be between $1.1 billion and 1.9 billion.

    These figures formed the rationale for a proposed decision to push the discontinue date out to 2020, to give manufacturers and the user base adequate time to re-equip for using L2C and L5. Incidentally, a full-length interview on this topic with a senior DoC analyst and advisor to the National Coordination Office for Space-Based Positioning, Navigation, and Timing will appear in the July print edition of GPS World magazine.

    I don’t have an answer on the money issue. For the manufacturers and dealers, it’s going to a salesman’s dream, not unlike Y2K and GPS Week Rollover were. For the user community, it’s going to taste sour no matter how it goes down.

    You Have Your Chance: the DoD Is Listening

    It’s important to note that the DoD is seeking comments from everyone around the globe. The potato farmer in Argentina, the land surveyor in Australia, the geodetic surveyor in the United States, and the engineer in Denmark are all encouraged to comment. GPS is a tool that knows no boundaries.

    Col. Mark Crews, the U.S. Air Force GPS Chief Engineer, says the GPS Wing is keenly interested in public comment on the proposal. The Air Force estimates there are approximately 250,000 worldwide users of dual frequency receivers that use P(Y) codeless/semi-codeless.

    “We are trying to do everything absolutely the right way in pre-notifying everybody in the world. If anybody has any concerns, please notify us,” said Crews. “We are taking every precaution to transition semi-codeless users to civil coded signals in a stable, measured, and transparent manner by 2020. That’s why we’re taking action now to pre-notify semi-codeless users worldwide and ask for their input by means of the Federal Register’s request for comments.”

    Crews further says that the Air Force recognizes that that dual frequency GPS receivers are a “huge business.” It recognizes that these receivers “play an extremely positive role in survey, agriculture, and all high-accuracy augmentation systems. We are bending over backwards until we have at least two other civil signals, being L2C and L5, on 24 satellites in time for people to transition,” he said.

    The US Department of Commerce (DoC), on behalf of the DoD, is seeking public comments on the codeless/semi-codeless sunset proposal. Time is short though. You have until June 16, 2008 to submit your comments. I think that’s a mistake; it’s not enough time. They should allow at least 90 days so the word has a chance to spread.

    All comments submitted are a matter of public record and can be viewed by anyone at http://www.space.commerce.gov/gps/semicodeless/. As of June 1, 2008, there have been no comments posted and we are half way through the 30-day comment period already.

    That concerns me.

    Clarifications/Corrections to The Last Column Regarding L5

    In my last column I included a listing of satellite models and signals they broadcast. An astute reader was quick to point out two omissions, and I discovered an error as well. First, I neglected to list P(Y) on L1, which is especially important to note, given the subject of this newsletter.

    Second, I listed Block I/II/IIA as one group. There are no Block I/II operational satellites any longer. There is only Block IIA/IIR. For complete clarification and for no other reason than I’ve intended to do this for awhile now, I’ve provided a comprehensive table of operational GPS satellites below.

    Lastly, I stated last time that there are 26 Block IIA/IIR satellites broadcasting. There are actually 25. Below is a complete list of operational satellites.

    PRN

    MODEL

    OPERATIONAL

    PLANE/
    SLOT

    CIVIL
    SIGNALS

    MILITARY SIGNALS

    9

    Block IIA

    July 20, 1993

    A1

    L1 C/A

    L1 P(Y), L2 P(Y)

    31

    Block IIR-M

    Oct. 13, 2006

    A2

    L1 C/A, L2C

    L1 P(Y), L1M, L2 P(Y), L2M

    8

    Block IIA

    Dec. 18, 1997

    A3

    L1 C/A

    L1 P(Y), L2 P(Y)

    7

    Block IIR-M

    Mar. 15, 2008

    A4

    L1 C/A, L2C

    L1 P(Y), L1M, L2 P(Y), L2M

    <

    /td>

    25

    Block IIA

    Mar. 24, 1992

    A5

    L1 C/A

    L1 P(Y), L2 P(Y)

    27

    Block IIA

    Sept. 30, 1992

    A6

    L1 C/A

    L1 P(Y), L2 P(Y)

    16

    Block IIR

    Feb. 18, 2003

    B1

    L1 C/A

    L1 P(Y), L2 P(Y)

    30

    Block IIA

    Oct. 1, 1996

    B2

    L1 C/A

    L1 P(Y), L2 P(Y)

    28

    Block IIR

    Aug. 17, 2000

    B3

    L1 C/A

    L1 P(Y), L2 P(Y)

    12

    Block IIR-M

    Dec. 13, 2006

    B4

    L1 C/A, L2C

    L1 P(Y), L1M, L2 P(Y), L2M

    5

    Block IIA

    Sept. 28, 1993

    B5

    L1 C/A

    L1 P(Y), L2 P(Y)

    None

    None

    None

    B6

    None

    None

    6

    Block IIA

    Mar. 28, 1994

    C1

    L1 C/A

    L1 P(Y), L2 P(Y)

    3

    Block IIA

    April 9, 1996

    C2

    L1 C/A

    L1 P(Y), L2 P(Y)

    19

    Block IIR

    April 5, 2004

    C3

    L1 C/A

    L1 P(Y), L2 P(Y)

    17

    Block IIR-M

    Nov. 13, 2005

    C4

    L1 C/A, L2C

    L1 P(Y), L1M, L2 P(Y), L2M

    None

    None

    None

    C5

    None

    None

    29

    Block IIR-M

    Jan. 2, 2008

    C6

    L1 C/A, L2C

    L1 P(Y), L1M, L2 P(Y), L2M

    2

    Block IIR

    Nov. 22, 2004

    D1

    L1 C/A

    L1 P(Y), L2 P(Y)

    11

    Block IIR

    Jan. 3, 2000

    D2

    L1 C/A

    L1 P(Y), L2 P(Y)

    21

    Block IIR

    April 12, 2003

    D3

    L1 C/A

    L1 P(Y), L2 P(Y)

    4

    Block IIA

    Nov. 22, 1993

    D4

    L1 C/A

    L1 P(Y), L2 P(Y)

    24

    Block IIA

    Aug. 30, 1991

    D5

    L1 C/A

    L1 P(Y), L2 P(Y)

    None

    None

    None

    D6

    None

    None

    20

    Block IIR

    June 1, 2000

    E1

    L1 C/A

    L1 P(Y), L2 P(Y)

    22

    Block IIR

    Jan. 12, 2004

    E2

    L1 C/A

    L1 P(Y), L2 P(Y)

    10

    Block IIA

    Aug. 15, 1996

    E3

    L1 C/A

    L1 P(Y), L2 P(Y)

    18

    Block IIR

    Feb. 15, 2001

    E4

    L1 C/A

    L1 P(Y), L2 P(Y)

    32

    Block IIA

    Dec. 12, 1990

    E5

    L1 C/A

    L1 P(Y), L2 P(Y)

    None

    None

    None

    E6

    None

    None

    14

    Block IIR

    Dec. 10, 2000

    F1

    L1 C/A

    L1 P(Y), L2 P(Y)

    15

    Block IIR-M

    Oct. 31, 2007

    F2

    L1 C/A, L2C

    L1 P(Y), L1M, L2 P(Y), L2M

    13

    Block IIR

    Jan. 31, 1998

    F3

    L1 C/A

    L1 P(Y), L2 P(Y)

    23

    Block IIR

    July 9, 2004

    F4

    L1 C/A

    L1 P(Y), L2 P(Y)

    26

    Block IIA

    July 23, 1992

    F5

    L1 C/A

    L1 P(Y), L2 P(Y)

    None

    None

    None

    F6

    None

    None

  • Grid Cell Modeling: The Other GIS

    Most real-world datasets are continuous, and therefore more accurately displayed in a grid cell-based GIS than as points, lines, or polygons.

    By Art Kalinski, GISP

    Back in the mid-1980s, when I established the U.S. Navy’s first GIS, we used mapping software from a company called National Planning Data Corporation (NPDC). In the process, I had several interesting GIS-related discussions with NPDC’s founder, Peter Francese. His observation was that as we’ve grown in knowledge and sophistication, we’re actually substituting information for resources. He used the telephone as an example. If you’ve ever handled a ’20s-era telephone, you may remember that it weighed a very heavy 10 to 12 pounds because it was made from copper, brass, steel, and lots of Bakelite (one of the first synthetic thermosetting resins).

    There were only three things you could do with that phone: dial, talk, and listen. By comparison, in the ’80s phones had evolved into one-pound devices made of lightweight copolymers and integrated circuit chips that featured memory, autodial, and speakerphone. What Peter observed is that we substituted our growing knowledge of plastics and integrated circuits for traditional materials. Today’s four-ounce cell phones continue that evolutionary model.

    GIS has evolved in a similar way. With GIS, we are substituting spatial knowledge and analysis to use resources more efficiently, whether it is military effectiveness, forest management, mining, oil exploration, or transportation. Despite the growth of GIS and spatially enabled applications, surprisingly few people have augmented their traditional point, line, and polygon GIS with more sophisticated spatial tools and applications, such as grid cell modeling or raster-based GIS.

    Most are familiar with raster image processing software such as IDRISI or ERDAS but few realize that they also contain strong modeling and analysis tools.  The majority of GIS users operate in an ESRI environment but only a few take advantage of grid cell modeling found in ArcInfo GRID or Spatial Analyst.

    Polygon GIS vs. Grid Cell GIS.
    Polygon GIS vs. Grid Cell GIS.

    I agree that the original ESRI software GRID was not easy to use. I continue to be thankful to Chris Cappelli of ESRI who helped me learn ArcInfo 6.0 GRID when I was working on my master’s degree at UNC Charlotte back in ‘92.  Likewise, if you ever had to read Dana Tomlin’s book Cartographic Modeling, which was a key publication developing the rules of grid cell modeling and Map Algebra you may remember how deceptively simple it seemed and how the learning curve shot into the stratosphere half way through the book.

    Why bother? you say.  The big reason is that most information you work with doesn’t have discrete borders. We constantly display demographic data, noise footprints, trade areas, soils, elevation, medical, environmental, biological and atmospheric and data sets as Points, Lines or Polygons. Yet in the real world the only certainty is death, taxes and the political boundary that defines the taxable footprint. Most datasets are continuous and don’t have clear discrete boundaries.  I can show you the edge of my property but I can’t show you a clear boundary of moisture content in my lawn.

    Want to see the value of displaying continuous data as continuous data rather than a generalized polygon? Look at these polygons, now roll over the polygons to see the data as a continuous dataset. You can see how limited your understanding of the data is with simple polygons. Continuous data fills in the gray areas between and paints a more understandable picture.

    Roll over the blue/green polygon to reveal the continuous gray tone eye.
    Roll over the blue/green polygon to reveal the continuous gray tone eye.
    Roll over the blue/green polygon to reveal the continuous gray tone eye.
    Roll over the blue/green polygon to reveal the continuous gray tone eye.

    Why can’t I use Points, Lines and Polygons to do my analysis? You can, and using tools such as joins, unions and intersects will do simple spatial data analysis. If you need to work with an area of continuous data the best you’ll be able to do is a series of buffer polygons that approximate the data.  But even more important, if the interaction of the datasets is a complex mathematical model, then a traditional GIS will reach its limit quickly.

    Remember that in a traditional GIS not only is a polygon defined as a series of vertices and arcs but the software also has to keep track of the topological relationship of the features.  That’s a lot of overhead to maintain. By comparison, a grid cell based GIS is made up of a large matrix of cells that are consistent in size and location. Just like the computer screen you are viewing the only thing that changes are assigned values of each cell. This makes processing extremely fast, especially on large datasets

    This is the critical difference between a polygon based GIS and grid cell based GIS.  Several years ago I remember seeing a community planning software called Index that appeared to use grid cells. The hope was that it could be used for MPO regional transportation planning. The problem was that it was a traditional polygon GIS that only looked like a grid based GIS because it used square polygons.  Since each cell had to carry all the topological baggage of a polygon, it was extremely slow and crashed on all except the smallest size city.

    A true grid cell GIS is very fast and capable of digesting some very large datasets. I’ve seen some very effective site selection programs that take multiple layers of grid data to determine the optimal characteristics of successful sites and search a new region for locations that meet the same criteria. John Calkins, ESRI’s expert in GRID and Spatial Analyst cited numerous examples ranging from site suitability work for oil and gas exploration to an ingenious effort to combat terrorism using “Human Terrain” modeling that identifies locations of populations by religious, political and ethnic background. A similar effort was very successful in identifying drug traffic sites in US cities almost as soon as established.

    Drilling through multiple layers - ESRI             2D or 3D “surface” from a mathematical function.
    Drilling through multiple layers: ESRI.
    2D or 3D “surface” from a mathematical function.
    2D or 3D “surface” from a mathematical function.

    But where grid cell modeling really shines is the ability to get the cells to react to adjoining or nearby cells based on simple or very complex mathematical functions. The bottom line is that if you can describe what you want to happen as a mathematical formula, grid cell modeling can do it. Simple formulas like gravity models used in location analysis or very complex relationships such as the behavior of forest fires are examples of grid cell modeling work currently being done.

    So don’t be stuck in the Point, Line and Polygon GIS.  Dust off your old GIS text books and I’m sure you will find a chapter on grid cell or raster based GIS. The good news is that with programs like ESRI’s Model Builder the process is now much easier. As GIS users become more numerous and sophisticated we need to stay ahead of the curve.  Grid cell based GIS may be one way to do that add new visibility to your GIS operation.

     

  • Survey Perspectives – Late May 2008

    So, You’ve Been Hearing About L5

    It seems in the world of high-precision GPS, there is always something new to consider. A new satellite launched … a new signal being broadcast … a new whiz-bang product introduced.

    In fact, engineers are designing GNSS receivers to be “compatible” with signals that aren’t even being broadcast yet. Even more interesting is that salespeople are selling GNSS receivers that are “capable” of receiving these signals that aren’t being broadcast yet, and satellite navigation systems that don’t even exist yet, such as Galileo.

    The third civil GPS signal, L5, has been in the news lately, so hearing about it has probably got your antenna up. First of all, let me clarify that a useful L5 signal is still years away – several years.

    The L5 news you’ve been hearing about lately is a test of the L5 frequency from a modified Block IIR-M satellite built by Lockheed-Martin last year. For ~$6 million, Lockheed modified one of the Block IIR-M satellites to broadcast some test data on the L5 frequency (1176Mhz). The modified Block IIR-M satellite is scheduled to launch next month.

    However, the L5 test data being broadcast won’t be usable by your GNSS receiver that is capable of receiving GPS L5. In fact, I’m almost certain that even if you purchased an L5-capable GNSS receiver today, a serious software update (if not hardware) will be required even when usable data is eventually broadcast on L5.

    For a quick review, let’s summarize which satellite models are/will broadcast the various signals:

    • Block I/II/IIA (26 are broadcasting) – L1 C/A, L2 P/Y
    • Block IIR-M (six are broadcasting, two remain to be launched) – L1 C/A, L2 P/Y, L2C
    • Block IIF (12 are planned, first launch planned in 2009) – L1 C/A, L2 P/Y, L2C, L5
    • Block IIIA (eight or possibly 10, first launch planned for 2014) – L1 C/A, L2 P/Y, L2C, L5, L1C

    The first Block IIF is scheduled for launch in 2009. At an aggressive launch rate of three per year, all twelve wouldn’t be in orbit until the end of 2012. Even then, we’ll only have twelve satellites broadcasting on L5. Users will derive some benefit from those twelve, but nothing like you would with a full constellation.

    Since there are only twelve Block IIF satellites planned, having more than twelve satellites broadcasting L5 means we’ll have to wait for the Block III satellites to be launched. This could go well into the next decade as the U.S. Air Force awarded the contract to Block IIIA satellites to Lockheed just last week, with a first launch optimistically scheduled for 2014.

    Besides launching satellites, there are many other L5 technical issues that need to be addressed, such as the control segment infrastructure (software and hardware). There are also significant non-technical issues, money being a big one. Launching satellites is an expensive endeavor; up to $100 million per launch is the number commonly referred to. This is one major reason why GPS satellite launch schedules are a moving target. As much as I’d like to see more satellites in orbit, I understand why the bean counters might want to push out GPS satellite launches for a year when there are 31 operational satellites today, the most ever in history. For that reason, I wouldn’t care to place a bet on where we’ll be with L5 four years from now anymore than I’d bet on where Garmin stock will be four years from now.

    What’s so cool about L5 anyway?

    Setting launch schedules, infrastructure development, and funding aside, L5 offers some really significant benefits to the high-precision user. First and most significant is that the days of worrying about ionospheric activity will be over. At 1176 Mhz, the L5 frequency separation from L1 (1575Mhz) is significant enough that the ability of your receiver to directly mitigate the ionospheric refraction will render the iono beast essentially harmless.

    If you’re relatively new to GPS (in the last six years or so), you will experience the iono beast in the coming years before L5 is ready to help. The current solar cycle has just started and will continue for eleven years. It will peak around 2011 to 2012. The next solar cycle’s affect on GPS is worthy of a newsletter column by itself, and I will have one in the coming months.

    Another benefit of L5 is that its broadcast strength is about four times stronger than L2C. A stronger signal combined with a superior code structure means that you’ll get more robust performance in tough GPS conditions. That’s great news for high-precision users working in marginal GPS conditions.

    Breaking News on GPS modernization

    On Friday of last week, the Office of Space Commercialization published a notice in the U.S Federal Register requesting public comments from within the United States and beyond on the U.S. government’s plan to phase out codeless and semi-codeless access to GPS by December 31, 2020.

    This is an historic step. It will be the first time in history that GPS equipment will be rendered obsolete. Specifically, the units affected are high-precision, dual frequency GPS receivers that weren’t designed to use L2C or L5. For example, I have a set of dual-frequency RTK receivers that are about 12 years old – designed well before L2C and L5 specifications were finalized. They work great now, but would be affected by this change.

    Granted, we’re talking about 2020, twelve years from now. But there are a great number of you (and me, to a certain extent) that subscribe to the “if it ain’t broke, don’t fix it” philosophy, and even if we did upgrade, we’d hang on to the old equipment as a back-up.

    It’s important to recognize that the equipment will not stop working on December 31, 2020. The idea is that the DoD will no longer guarantee the availability of the Y-code on Block IIR-M, Block IIF and Block IIIA satellites that would used by codeless and semi-codeless receivers. Legacy Block II satellites would continue to broadcast Y-code until those satellites are decommissioned. But by 2020, not many legacy Block II satellites will still be operational. Legacy Block II satellites comprise 25 of the current 31 operational satellites today.

    After I digest the Office of Space Commercialization’s notice a bit more and talk to a few people, I’ll publish my thoughts in this newsletter in the coming weeks.

  • Survey Perspectives – Early May 2008

    What’s up with Galileo

    Given some recent events, it’s about time to check in with you regarding Galileo, Europe’s attempt at creating a satellite navigation system similar to GPS. There’s also been some activity on the GLONASS front that is worth writing about too.

    In my Directions 2007 article in the December 2006 issue of GPS World magazine, I wrote that Galileo has huge potential benefits for the survey/construction user. But I also wrote that the key new items to watch for would be significant delays. And the delays did come. The problem has been that Galileo is becoming known as the most talked about satellite navigation system that has never been … vaporware, if you will. The program has been belabored with delays and hiccups of both the political and financial sort for many years. One would surmise that after so many miscues that people would stop talking about it. The reason people don’t stop talking about it is that the benefits of Galileo to the satellite navigation user are so significant.

    One of the major challenges that Galileo faces is funding. Galileo is to be the first global, civilian satellite navigation system. While GPS and Russia’s GLONASS are both funded by their respective defense departments, Galileo was going to be funded by a partnership between civilian government and commercial entities referred to as the Private Public Partnership (PPP). Exactly how much was private funding and how much was public (government) funding was the question that was a moving target for years.

    Until May 2007, the PPP ball was in the hands of a consortium of private companies with the likes of Thales, Alcatel and Inmarsat among other members. Their job was to formulate a plan on how to operate Galileo; essentially, they were trying to figure out how to make it a viable commercial venture. They couldn’t come up with a plan, so in May 2007 Europe abandoned the PPP approach and conceded that the only way Galileo was going to get off the ground was via public funds, to the tune of €3.4 billion. In late 2007, the Galileo program was near death when the European Union (EU), comprising 27 countries, voted in November 2007 to keep Galileo alive, although funding was still an issue.

    Just last month, the European Union transport ministers approved the Galileo Implementation Regulation, which allocates that €3.4 billion taken from the EU agriculture and administration budgets. With the money flowing and all 27 countries of the EU in favor, the path to launching Galileo seems as clear as it’s ever been. The next step is releasing contracts for the ground infrastructure and satellites. The European Parliament subsequently cleared the last bureaucratic hurdle later in the month. It approved legislative regulations that lay down security requirements for Galileo and the European Geostationary Satellite Navigation Service (EGNOS), both of which will be managed by the European Commission and the European Global Navigation Satellite System Supervisory Authority.

    With the funding seemingly taken care of, however, the implementation schedule is less clear. The EU says the system will be ready by 2013. Folks, that’s only five years from now, not very long at all in the space systems business. They need to build the ground infrastructure, launch 30 satellites and write the software that needs to control and monitor all of the systems.

    As far-fetched as the schedule may seem, Europe is dangling the Galileo carrot and I’m still chasing after it.

    There is even a carrot dangling in orbit; the second Galileo satellite, GIOVE-B, lifted off late last month. Only 29 more to go — 28, if you count GIOVE-A, but it’s getting a bit long in the tooth.

    I have a lot of patience because I’ve bet all along that Galileo was going to materialize. The reason is because of one key application that no other country is going to rely on a U.S. military system for: aviation navigation. It’s abundantly clear that the future of aviation navigation will be based on satellite navigation. How comfortable would the U.S. Federal Aviation Administration be with basing their entire navigation system on a foreign, military-run navigation system? They wouldn’t be and they wouldn’t do it. I think that’s about as comfortable as the EU would be with banking its aviation navigation future on GPS. GPS was a great proof-of-concept tool for them, but I don’t see how it’s a long-term solution for them. Galileo is.

    We, as precision users of GNSS, would benefit greatly from Galileo. Frankly, if I had to choose between GPS modernization (L2C/L5/GPS III) and Galileo, I’d take Galileo. Even with 31 healthy GPS satellites broadcasting today, I still find myself losing productivity in the field because of the lack of satellite signals, and I hear similar complaints from others. If you’re trying to do elevation work, it’s even worse. Having ~30 GPS satellites and ~30 Galileo satellites available would mean your average number of satellites in view would be 20 plus. Your PDOP values would be ridiculously low throughout the day. Your redundancy and reliability would be ridiculously high. You wouldn’t have to choose a particular time of day to do your elevation work. Machine control wouldn’t be only usable in wide-open sky environments. These are days to dream about.

    One could argue that Russia’s GLONASS system is closer to achieving this than Galileo. With GLONASS having 14 operational satellites, it’s a valid argument. But GPS and GLONASS were designed when the US and Russia were Cold War enemies. You can bet that United States and Russian scientists weren’t cooperating at that time. On the other hand, once the U.S. government decided to support Galileo (they didn’t initially), United States and European scientists worked closely together to ensure that GPS/Galileo receivers would work efficiently.

    GLONASS/GPS receivers aren’t efficient by any stretch of the imagination. GPS is based on CDMA technology whereas GLONASS is based on FDMA technology. It’s kind of like designing a video cassette recorder (VCR) that accepts both VHS and Beta tapes in the same slot. You can design it, but there are consequences. One example in GPS/GLONASS receivers is that the receiver must use one GLONASS satellite to sync the two systems together. In real terms, if your GPS/GLONASS receiver is tracking three GLONASS satellites, only two are used. Power consumption is another issue.

    These are some of the reasons you’ll never see a GLONASS/GPS receiver in the consumer market from Garmin, TomTom, Magellan, etc.

    In response to pressure to be more compatible with GPS and Galileo, Russia announced earlier this year that they are near final approval in adding CDMA architecture to their GLONASS-K generation of satellites that are scheduled for launch in 2010. It’s a smart move on Russia’s part, as any system using anything other than CMDA in the next decade is going to be largely ignored by the manufacturers.

  • Live Coverage of ENC-GNSS 08

    Don Jewell
    Don Jewell

    NEWS FROM THE EUROPEAN NAVIGATION CONFERENCE

    By Don Jewell

    Day 3: Map Matching and Floating Cars

    Here are highlights of presentations I attended today.

    Improving GPS Accuracy for Urban Pedestrians, presented by Jean-Baptiste Prost of Pole Star

    A standing-room-only crowd packed the room to hear about map matching, a software program designed to help pedestrians use GPS-based positioning in urban areas. GPS-based positioning for pedestrians in dense urban areas suffers from a lack of accuracy and integrity. Pole Star’s solution combines GIS database containing geometrical descriptions of buildings with raw data from the receiver, then restricting the area of possible locations by matching GPS measurements with the environment and behavioral models. Tests in several cities shows dramatic improvements to the accuracy of GPS-based positioning for pedestrians, especially in areas with tiny streets. Jean-Baptiste said the product is ready under the name of NAO City.

    Real-Time Information on Road Traffic Based on Floating Car Data, by Laurent Brecheret

    The SINERGIT project has developed a cooperative information system for road and urban networks. The system aims to optimize traffic management means, and provide real-time info on driving conditions to all drivers who use personal navigation devices. The three data sources used are data from existing traffic monitoring systems, data from telecom operators tracking cell-phone use, and tracking of PNDs and GNSS-enabled smartphones. This final category is called floating car data, and is used to measure average speed of traffic and to estimate overall traffic conditions. A central system merges the three sets of data to create the best traffic information which can then be shared with drivers in real time.

    Navigation Applications Supporting the Mobility of Disabled People, by Francesca Neccia of Thales Alenia Space

    The Navigation for Disability Applications (NADIA) Project aims to improve safety and security for the disabled, while giving them increased autonomy. Using GPS, EGNOS, and eventually Galileo, a blind or wheelchair-bound individual will have supports unavailable now, with access to sports, leisure pursuits, and education. The project is now in the system engineering phase, and once system tests and validation are completed, a prototype will be demonstrated.


    Evening 2: Space Walk

    Being a fan of space exploration, the Gala Evening at the Cite de l’Espace was right up my alley. Guests toured the Mir space station, ate “space food” (served in test tubes), and enjoyed an eye-popping 3D Imax movie about the International Space Station.

    Day 2: eLoran for Europe

    eLoran for Europe: The European eLoran Forum makes a case for European support of eLoran in its new policy document. The document sets out the strategic importance of positioning, navigation, and timing (PNT) systems in Europe, and emphasizes the role of Enhanced Loran as a way of making European PNT foundations robust and resilient. “The development and operation of the European eLoran infrastructure is currently being undertaken on an ad-hoc basis,” according to the executive summary. “The importance of eLoran’s supporting role to GPS and Galileo needs to be assessed within the context of a European Radio Navigation Plan. Using these three PNT systems together will protect our critical infrastructure and allow our European service providers and users to retain the safety, security, and economic benefits of GPS that they currently enjoy even when their satellite services are interrupted.”

    Seeking the GRAIL: Hoping to hear the final results of the GRAIL project was met with slight disappointment—May is the new target date. GRAIL is a Galileo Joint Undertaking project to study how best to introduce GNSS to railways throughout Europe, in line with the European Rail Traffic Management System (ERTMS) project. ERTMS is an overall effort to make all European trail systems compatible, because each country has its own rail “language” for managing the movement of the trains on its network. Over the past decade, industrial giants and European governments have strived to attain rail interoperability, so that trains can cross borders without stopping. ERTMS has been set up to create unique signaling standards throughout Europe. Alvaro Urech from INECO described the four applications the GRAIL project is aiming for: enhanced odometry (measuring the speed and position of the trains, and possibly increasing speed); train awakening (trains knowing where each other are positioned); absolute positioning; and train integrity to ensure the trains are whole and not “broken.” So far in the project, specifications for these applications have been agreed on, along with performance requirements. A prototype for demonstrating these applications is being developed for tests in the lab or on a real high-speed line. Train awakening has been tested, but it’s too early to report results.

    Time for a New Partnership: In business news, two timing companies have announced a strategic partnership. Orolia, parent company for timing providers Spectracom and Pendulum Instruments, and Rapco Electronics (Basingstoke, Hampshire, UK), a high-precision timing provider, announced today that they’ve formed a partnership. In a multi-phased approach, Orolia Group companies Spectracom and SpectraTime will join the existing alliance between Pendulum Instruments (recently acquired by Orolia) and Rapco Electronics to cooperate on several fronts to leverage global distribution channels, operations, and new product development efforts.

    Rapco Electronics will represent and distribute Spectracom and Pendulum products in the UK and Ireland. Together with its own products, Rapco will provide a comprehensive range of high-precision time and frequency products for governmental, military, telecom, broadcasting and scientific customers. Outside of this region, both Pendulum and Spectracom will distribute key Rapco products under their own respective brands.


    Day 1: Comic Books and Space Tunes

    Toulouse is a beautiful city — pink-hued buildings with red roofs, narrow pedestrian-friendly streets, a sense of history and time. Quite a contrast to high-tech science, the subject of the Toulouse Space Show. Upon registering, I was given a bag heavier than the luggage I left back at the hotel. I’ve been to numerous conferences, both scientific and artistic, but I’ve never received such a sheer quantity of literature. I felt like a college student stocking up on the term’s textbooks.

    Inside, I discovered three inch-thick spiral-bound abstracts for all three conferences encompassed by the Toulouse Space Show: ENC-GNSS (my main focus), EFTF, and Space Applications Days, all in both English and French.

    I also discovered a beautifully designed program (or, I should say programme), and, the most quixotic item, a Galileo comic book — err, graphic novel? — published by Thales Alenia Space. Finally, a document written for me and the other non-scientists! (Edited to add: Having now read the book, some of the contentions put forth are questionable. such as the contention that the GPS signal might be turned off by the military, or that Galileo will naturally prove superior.)

    I just had time to get these goodies before settling in for the opening ceremony, a multi-media affair involving speeches, music, slideshows, and lighting effects. The speeches from local and regional officials communicated how passionate the people here are about all things space-related, in business, research, and education.

    Between the speeches, a duo dressed in flight jumpsuits sang space-themed songs such as “Fly Me to the Moon,” “Walking on the Moon,” and the Beatles’ “Across the Universe” — you get the idea. As an aside, in February NASA broadcast “Across the Universe” to Polaris, the North Star, in the first-ever beaming of a radio song by the space agency directly into deep space, to celebrate the 40th anniversary of the song, the 45th anniversary of NASA’s Deep Space Network, and the 50th anniversary of NASA. Europe’s space program isn’t as old, but it makes up for age in enthusiasm. Each tune sung by the musicians was accompanied by a huge screen showing clips of moonwalks and space-related images of planets, nebulae, and our favorite, satellites. As a long-time fan of the space program, it certainly got me in the mood for the conference.

    Tomorrow, technical sessions begin, followed by an evening gala to be held in the Cite de l’Espace, the premiere space museum. I can’t wait!


  • Survey Perspectives – Late April 2008

    MSAS: SBAS in the Land of the Rising Sun

    Quietly, the Japanese Civil Aviation Bureau (JCAB) has been developing that country’s MTSAT Satellite-Based Augmentation System (MSAS) over the years. MSAS is Japan’s satellite-based augmentation system (SBAS) that is designed to enhance GPS for aviation navigation. It’s similar and compatible with the United States’ Wide Area Augmentation System WAAS, as well as Europe’s European Geostationary Navigation Overlay System (EGNOS). It became operational in September 2007.

    So, why am I writing about an aviation navigation system in Japan when this is a survey and construction column? Well, for the same reasons I’ve written about WAAS and EGNOS in the past. The use of SBAS by high-precision, non-aviation users is growing by leaps and bounds. I’m not talking about consumer GPS users. Autonomous GPS is so accurate these days that the average consumer doesn’t feel the benefit of SBAS vs. autonomous GPS. I’m talking about the professional users in mapping and surveying who require GPS equipment that will consistently deliver positioning at the meter-level and also at the centimeter-level. MSAS can help achieve both.

    MSAS Coverage Area
    MSAS was designed to be compatible with the United States WAAS program. Some of the same contractors, like Raytheon, for example, that helped develop WAAS were also involved in the development of MSAS. A GPS receiver designed to use WAAS, or EGNOS for that matter, can also be used to receive MSAS corrections.

    Like WAAS and EGNOS, MSAS is a regional SBAS. It serves the region around Japan in support of aviation navigation. Also like WAAS and EGNOS, MSAS is a powerful tool for non-aviation users who require a highly accurate source of GPS corrections in applications like mapping and surveying.

    If you are interested in using MSAS, the first question to answer is whether MSAS “covers” the area you are working in. Following is an MSAS coverage map:

    It should be noted that this is the minimum coverage area. Some manufacturers have developed schemes to extrapolate the ionospheric grid when working outside of the published coverage area as well. Using this scheme, the grid map can be expanded by approximately 10 degrees in latitude and longitude.

    For example, Thailand is slightly outside of the published MSAS coverage map. A typical GPS receiver designed for SBAS won’t be able to use MSAS corrections in Thailand. However, a GPS receiver designed to operate on the fringes of SBAS coverage areas may well be able to operate in areas like Thailand where there is no central SBAS for that country. Granted, this wouldn’t be useful for aviation users, but for ground users looking for meter-level accuracy, it may work just fine.

    Essentially, the official, published coverage area is determined when a GPS receiver is in a position where it can see GPS satellites that are in view of at least two MSAS ground reference stations. This is the same for all SBAS. Following is a map of the MSAS ground infrastructure as presented by a representative from the Japan Aerospace Exploration Agency at the Institute of Navigation conference last September in Forth Worth, Texas. The full presentation can be viewed here.

    Another factor in determining ability to use MSAS corrections is the visibility of the geostationary broadcasting satellites (GEOs). Like all SBAS, MSAS corrections are broadcast via geostationary satellites. To use MSAS, a GPS receiver must be able to receive corrections from one of those satellites. There are two satellites broadcasting MSAS corrections located at 140.0 degrees east longitude (PRN 129) and 145.0 degrees east longitude (PRN 137). Following is a map of the “footprint” that is covered by the two MSAS broadcasting satellites. Please not that just because a receiver located within the broadcasting satellite footprint does not mean it will be able to use MSAS corrections; it must also be within or on the fringe of the MSAS grid map discussed above.

    Finally, not only does a receiver need to be within the MSAS broadcasting footprint of one of the two broadcasting satellites (GEOs), the signal from the GEOs is line-of-sight. This means that buildings, terrain, trees/vegetation, etc. can block the signal. Some manufacturers have developed various schemes to overcome this, but others have not, so just because a particular receiver is not able to use MSAS corrections, doesn’t mean that MSAS is unusable in that area.

    MSAS Accuracy
    While the JCAB doesn’t make available test bed results like the FAA does for WAAS, I’ve seen results of data collected using high-performance GPS receivers and MSAS as the correction source. The results are on the same level as WAAS, being well under a meter horizontally. Of course, there are a million caveats when discussing GPS accuracy, so I’ll leave it at that for now, but it does demonstrate the potential accuracy that non-aviation users could realize when using MSAS as a source of GPS corrections.

    MSAS for Survey-grade GPS Receivers?
    Up until this point in the article, the discussion has been for those interested in sub-meter or meter-level positioning for mapping.

    Development efforts by some companies in the last couple of years have resulted in survey-grade GPS receivers with centimeter-level accuracy, benefiting from SBAS signals. One example is the Magellan PM3 RTK. It was introduced last year as one of the first L1-only real-time kinematic (RTK) systems. A key innovation in the PM3 RTK technology is its ability to use SBAS GEOs as a source of ranging measurements. Essentially, the two MSAS GEOs are treated as another constellation of satellites to augment GPS satellite measurements.

    According to Magellan, the addition of SBAS makes a significant difference in resolving ambiguities for centimeter-level positioning. Following is a chart from a Magellan white paper.

    SBAS for Non-aviation Users Continues to Strengthen
    The utility of SBAS in the mapping/surveying/construction industries continues to grow. One indicator of a successful technology is that it spurs the development of other technologies around it. MSAS and SBAS in general have certainly done that.

    Japan’s MSAS is the latest SBAS to become operational. Look for future reports on other SBAS, as India develops and introduces its system called GPS and Geo Augmented Navigation (GAGAN), which is referenced on the first graphic above.

  • The Whys of Oblique Imagery

    An investigation into the nature of perception reveals fascinating details about brain function — and could even earn you some free beer.

    By Art Kalinksi

    About eight months ago, I was attending a conference in Philadelphia. Right after lunch, I went to my room and turned on the TV to check the news; that’s when I happened across a program that mentioned oblique imagery. Since I work for an oblique imagery vendor, the word “oblique” always catches my attention. The more I listened, the more fascinated I became, because the program was scientifically explaining the reactions that I — and many others — have experienced with oblique imagery. In brief, the imagery is more than just pretty pictures taken at an angle: it really helps perception.

    Currently, there are three companies collecting oblique aerial imagery: Pictometry International, Rochester, NY (the firm I work for); MultiVision USA, Orlando, FL; and a recent newcomer, GeoSpan, Minneapolis, MN. While I was the GIS manager for the Atlanta Regional Commission (ARC), we used Pictometry imagery, along with the company’s free software for viewing imagery and GIS data. We also used the imagery with the ArcGIS extension and the ArcIMS integration. During the years that I employed it at the ARC, I observed a response to the oblique imagery overlaid with GIS data that seemed disproportionately positive, relative to the seemingly small improvement over traditional ortho imagery — but I couldn’t explain it.

    For more than eight years my ARC colleague, Jim Bohn, and I taught ArcView classes through an ESRI ArcView Learning Center that we set up. Of the hundreds of students that we taught, some used the three-day course as the genesis of a much bigger and more sophisticated GIS, but for some the training lead nowhere. I just couldn’t understand why; it was baffling. I had high hopes that ArcView would take off with police and fire departments, but that traction never occurred.

    Then, about four years ago, we were exposed to high-resolution oblique imagery, and everything changed. Police officers and firefighters were captivated by this new imagery and the easy-to-use software. But why? I thought the oblique imagery was neat, but I didn’t yet appreciate that it represented a quantum leap over traditional ortho imagery for most non-GIS users.

    One afternoon, Clayton County Commission Chairman Eldrin Bell walked by my ARC office. Eldrin Bell was the former chief of police for the City of Atlanta, and when he retired he was easily elected as chairman. I remember him stopping in front of some sample oblique imagery overlaid with GIS data that I had on the wall outside my office. In a “Eureka!” tone of voice, he said, “That’s exactly what we need in Clayton County, that’s exactly what we need!”

    In this ortho view, it's difficult to identify the structure in the red oval.
    In this ortho view, it’s difficult to identify the structure in the red oval.
    In this oblique view, however, it is apparent that this is a multi-story parking garage, and that the land slopes away from the street.
    In this oblique view, it is apparent that this is a multi-story parking garage, and that the land slopes away from the street.

    I went out to talk with him, and the next question he asked was, “What street is that?” pointing to a main road. With that I snapped my fingers and said, “That’s why you need GIS data: without it, this is just a pretty picture.” That day Chairman Bell saw the potential of GIS for his county, and realized that with oblique imagery, GIS could be brought out of the back room into mainstream use.

    But what was the magic of oblique imagery? Why was it so compelling to non-GIS users? I came to the conclusion that those of us who work with abstract GIS maps and data are used to looking at the world from a top-down perspective, and ortho imagery follows that model very well. Just as a builder can look at a blueprint and picture the finished building, we are accustomed to looking at an ortho world and can easily make sense of it. This is not the case for the average person. But there was much more to it than that, as I realized in my own “Eureka!” moment.

    That Discovery Channel TV program I happened across eight months ago explained the reason why oblique imagery is so compelling. A researcher featured in the program was using MRI scans to measure brain activity and perception. He determined that if one views text that spells a word, the brain activity occurs in the left hemisphere of the brain, and perception is quick and easy. If, however, the text is reversed or upside down, activity occurs first in the right hemisphere, then the left hemisphere.

    Reversed text...
    Click on this image to see what it says…

    The researcher noticed that the same effect occurs when one looks at an oblique view of an object. The brain activity occurs in the left hemisphere for oblique views, but in the right hemisphere first for ortho views. His conclusion was that if a familiar object is seen, processing is quick and easy. But if an object is not in a familiar frame of reference or view, perception is slower and more difficult because the right brain is called upon to reorient and make sense of the object.

    That finally resolved the mystery and explained why non-GIS people find oblique imagery overlaid with GIS data more compelling than ortho imagery with the same data. To the untrained eye, there was no need for mental reorientation, and the whole process was quicker and easier.

    This ortho image shows a glass object…but only the oblique view shows the shape. Click on this image to see what it is.
    This ortho image shows a glass object…but only the oblique view shows the shape. Click on this image to see what it is.

    The other factor was the viewing software. When we were teaching ArcView it took two to three days to learn the basics, and weeks to become proficient. The added problem was that if you didn’t use it regularly, the knowledge evaporated. By comparison, oblique viewing software can be learned in about two hours. Of course, it doesn’t have all the functionality of a GIS application like ArcView or ArcGIS, but it is easy — and it doesn’t evaporate. In fact, the increase in new users was absolutely phenomenal. In Atlanta-area counties, the number of GIS users jumped 10- to 20-fold. I attribute it to two key factors: ease of use and, most important, ease of perception.

    You’re probably wondering about the beer part. When I saw the left-brain/right-brain TV segment, I didn’t see the beginning of the show and I couldn’t stay for the end, so I missed the credits. I thought for sure that I could use Google to find the researcher, but so far I’ve been drawing a blank. I called several doctors doing research in similar subject areas, with no leads. I even contacted the folks at the Discovery Channel to get their help, but unfortunately they don’t maintain a database of show content that could help identify the program and source. To complicate the search further, it is possible that this research was just one topic addressed during the show, rather than the subject of the entire program.

    I want to invite the left-brain/right-brain researcher to FutureView 08, the October oblique imagery users’ conference in San Antonio. So in desperation, I’m asking for your help. I know that there are many readers with better Internet searching skills than I have; perhaps your social network may lead you to someone who knows what I’m talking about and can help me contact the researcher. The search parameters I have used so far include: Discovery Channel, Learning Channel, spring 2007, oblique imagery, reversed text, mirror text, MRI brain activity, left brain, right brain, learning, perception.

    To make it worth your time, I’m offering a prize: a case of Heineken to the first person, over 21 years of age, who can identify the researcher who did this study. If you solve this quest, contact me at [email protected].

  • Survey Perspectives – Early April 2008

    RTK Crops Up in Precision Agriculture

    Take a look at the major manufacturers of multi-frequency GNSS equipment and the markets they serve. Obviously, surveying is an important market; construction is a major one too. Maybe you’ve noticed that agriculture is also making its way up the food chain, so to speak. Trimble, Topcon, Leica/Novatel, Deere/Navcomm, and Hemisphere GPS are all pursuing the precision agricultural market with RTK-like precision.

    The terms “precision agriculture” and “precision farming” have been around for a long time. There are conferences dedicated solely to sharing information on this topic, such as the 9th International Conference on Precision Agriculture. The classic precision ag market has been relatively unchanged for the past decade or so. Yes, in the past few years WAAS (Wide Area Augmentation System) has made a substantial impact with respect to a reliable and convenient source of corrections for one-meter accuracy using GPS, but all in all, one-meter accuracy is what most precision ag users have adapted to.

    Stepping back, GPS/GNSS is only one component of the precision agriculture puzzle. Remote sensing (aerial photography/LIDAR), various sensors, and GIS (geographic information systems) software all play a key role in enabling people to record, analyze, and apply data used to make decisions that optimize the output of a particular agricultural area.

    There are a few keys areas where GPS/GNSS is used in agriculture, though. These aren’t all-inclusive, but cover significant tasks where GPS has been very beneficial.

    1. Field mapping: there have always been field maps of some sort, whether they were hand-sketched or derived from an aerial photo, but GPS has improved the precision substantially. Not only can one map the perimeter of the field, but also infrastructure such as roads, drain tile, outlets, wells, buildings, etc. The farmer doesn’t necessarily do this, but fertilizer distributors have become GPS-savvy and offer this service.
    2. Yield mapping: as crops are harvested, a GPS receiver connected to a yield monitor sensor records a coordinate along with the yield data. This data is combined and analyzed to create a map of how well different areas of the field are producing.
    3. Guidance: when spreading fertilizer or planting, equipment operators have traditionally used markers such as foam or other visual aids to mark where they’ve been to try and avoid overlap. The assistance of GPS and onboard guidance systems, such as a light bar, can further reduce overlap.

    As I mentioned before, for many years precision ag users have settled for one-meter precision. Companies like Hemisphere GPS (formerly CSI Wireless) did very well designing single-frequency GPS receivers for the precision ag market. Hemisphere is also a leading designer of radio beacon (Coast Guard) receivers. Radio beacons, in addition to WAAS, are a free source of corrections for one-meter accuracy. Trimble was also an early supplier of precision ag GPS receivers and related equipment, typically offering single-frequency products like the AG-132.

    While the real-time kinematic (RTK) technique has been around since the early 90s, it didn’t gain wide acceptance in the precision ag industry. The accuracy was great, down to approximately 2 cm at the time, but the equipment was clunky. The user had to set up a reference station near the field he was working on. The communication link was complicated, and some types needed Federal Communications Commission (FCC) licensing. Consequently, there were several potential points of failure. Lastly, the cost for a complete RTK system (base, rover, and radios) was high, upwards of $50,000. It just wasn’t cost-effective.

    What is an RTK Network?

    It’s an ambiguous term, because it means different things depending on the industry, but essentially the hardware setup is the same no matter which industry we are discussing. An RTK network is a series of dual-frequency reference stations spaced optimally within a region so as to provide RTK corrections to subscribers within that region. Following is an illustration of an RTK network for agriculture in the Ohio area.

    All the reference stations are surveyed (more on that below) with respect to one another.

    The network subscriber is assigned a primary reference station to use. RTK networks for agriculture are single-baseline solutions; the subscriber can only use one reference station at a time. There is no “network solution” per se, or redundancy like there is in RTK networks used in the surveying and construction industries. Therefore, when a single reference station “goes down,” the subscribers in that area are down also. There is software available from RTK network vendors that allows the administrator to monitor all reference stations via the Internet, but some networks don’t have that feature implemented. In that case the administrator hears about problems when subscribers have problems.

    Another major difference between RTK networks for agriculture and RTK networks for surveying and construction is the communication method. The latter primarily use data plans on mobile phones to receive corrections. Either the mobile phone is linked via Bluetooth to the receiver or a cellular modem is built inside the receiver.

    RTK networks for agriculture, on the other hand, primarily use spread spectrum radios (900 Mhz band) to transmit corrections to the receiver. The benefit of a spread spectrum radio is that they are free to use and don’t require a license from the FCC to operate. They are limited in their broadcast range, however, which is typically two to three miles. To solve this problem, radio repeaters are used to extend the distance. Depending on the topography, as many as four repeaters may need to be permanently mounted to effectively cover the broadcast range needed, based on the spacing of the reference stations. Even then, there may still be some areas that are not fully covered. In that case, temporary mobile repeaters may be used to provide coverage to that area.

    The Wild, Wild West of RTK Networks

    Bill Henning, real-time specialist with the National Geodetic Survey (NGS), said it best: the recent explosion of RTK networks is like the Wild, Wild West. They are proliferating so quickly that it’s hard to keep track of them. One of his tasks is to help develop guidelines for RTK network operators, and I think NGS is making inroads into the survey/construction industry with their initiative. People are looking for that sort of guidance with respect to RTK network setup, as well as monitoring for the networks once they become operational.

    RTK networks for agriculture seem less structured than in other disciplines, though, and administrators rely more heavily on vendor recommendations. For example, some are based on the ITRF reference frame, while others are based on some version of NAD83. Some networks hire land surveyors to establish their reference station locations, while others do it themselves using NGS’s OPUS program or other methods. Very few, I think, realize the resources available from the NGS, such as the Cooperative CORS program.

    Separate Industries, Separate RTK Networks

    Even this early in the RTK network game, the duplicity of networks between agriculture and survey/construction is interesting. For example, an RTK network for agriculture can cover the same area as an RTK network for survey/construction. In the state of Georgia, there are several RTK networks for agriculture and several for survey/construction, some of which overlap. In fact, one would think that these folks (ag and survey/construction) would consolidate their efforts. The RTK network equipment is virtually the same. But alas, the manufacturers don’t want this. Why not? To answer that question, just employ the old adage: follow the money.

    The fact is that a farmer isn’t going to pay the same RTK network subscription rate that a surveyor or construction company will. The numbers are vastly different. The typical subscription rate for access to an agricultural RTK Network is $1,300 to $1,500 per unit per year. Subscription rates for access to a survey/construction RTK network are as high as $4,500 per unit per year.

    Some industry folks say that aggressive subscription pricing is the reason RTK networks in the agriculture market have expanded rapidly in the past few years. A farm is very hesitant to pay $4,500 annually when they can select a service like OmniSTAR and pay $1,500 annually.

    Again, there are differences between the networks used in agriculture and those in survey/construction; most, if not all, are software-related. RTK networks for survey/construction offer a true networked solution, where several reference stations are used to compute a correction, whereas RTK networks for ag are single-baseline solutions, like users would normally set up as a base rover for their own use.

    Others at the Party

    Of course, OmniSTAR (HP/XP),Deere (Starfire), and Novariant (AutoFarm) offer a GPS-based solution in the precision ag industry. They are not pure-play RTK solutions like RTK networks are, although they do have RTK capability. True RTK networks are capable of constantly delivering ~2 cm accuracy day-in and day-out. These folks going after the precision ag market offer decimeter-level services primarily (1 decimeter being the equivalent of 10 cm), and then RTK solutions when needed.

    It will be interesting to see how pure-play RTK players respond as RTK networks for agriculture continue to expand … which they most certainly will.

  • Survey Perspectives – Late March 2008

    From A to B with PND

    I covered this subject a while back, but I think it’s time to revisit it. Personal navigation devices (PNDs) are still selling like crazy. If you don’t have one, someone you know does. Tens of millions of these things are being sold per year.

    If you don’t have one yet, you’ve got some options, because you can take it as a tax deduction. Perhaps a bit of “consult your accountant” verbiage should go here, but any time you need to drive from Point A to Point B for your job, I think you can take it as a deduction. Even if you do pay full price, it’s still a bargain.

    First of all, you must be aware of the explosion in the number of consumer navigation units recently — you know, the Garmins, TomToms, Magellans, Mios, and Navigons of the world. If you go to Best Buy, Fry’s, Circuit City — even Radio Shack — you’ll see a bazillion of them on the shelf.

    Disregarding the personal benefits of having one, I think they are one of the biggest bangs for your buck today, in terms of job efficiency. With labor being so expensive, I don’t see how a company can afford not to have one of these in each rig that’s headed to a job site. How many times have you (or one of your crew) gotten lost trying to find a job site, the local Home Depot, an ATM, or whatever? You aren’t just wasting your own time by being lost; it has a ripple effect.

    I agree that PNDs aren’t for everyone. The solo surveyor working in his or her hometown and immediate surrounding towns probably knows the area better than Rand McNally. I’m thinking more along the lines of a contractor (be it a survey company or whatever) that has multiple people going in and out of a project. Maybe some employees are commuting directly from their homes, some are coming from the office, etc.

    I think it’s hard to measure the stress, time spent, and other impacts of figuring out directions when working in an area that is not well known to the driver. Ever since I started carrying a little GPS navigator with me, I’ve virtually stopped using MapQuest or worrying about dealing with directions of any sort. Maybe you’re not like me, where you want to have all directions planned out in advance so you can stick to a tight schedule. To accomplish that, part of my preparation once included printing out all the directions and maps from MapQuest. I don’t bother with any of that now.

    Even if you don’t use the directions feature, you’ve got a complete, nationwide electronic map at your fingertips. You can zoom out, zoom in, and pan around the screen. Following are some sample screens:

     


    Which One Is Best?

    Well, it depends. I hate that answer when I hear it, but it’s true. But this shouldn’t lead to “analysis paralysis,” where you can’t decide what to do so you don’t do anything. For me, there are four general features that are important to consider, no matter which additional bells and whistles you desire:

    1. Display size. There is nothing worse than having to squint and try to focus on a micro-map when you are supposed to be driving. I like a large (relatively speaking), bright display. There are a couple of very common display sizes: 3.5-inch and 4.3-inch. Of course, the larger the display is, the larger the overall unit size is (and usually, the more expensive). I think the tradeoff is worth it for the larger screen size.
    2. Ruggedness and reliability. It’s no better than a rock on your dashboard if it doesn’t work. I hate the flip-up antennas. Not many of the newer units have those any longer, but some of the older ones do. They are begging to get snapped off, unless you leave them permanently mounted on your dash. Also, some of the windshield mounts are pretty hokey, so be aware. In general, the various cable connections should appear solid.
    3. Battery life. I guess this one depends on how you are going to use it. Personally, I like to take it from my dash and throw it in my laptop bag when I’m traveling by air. I dislike battery chargers in general (a necessary evil in this business), so I prefer a unit that will operate for at least five hours on one charge so I don’t have to cart the charger around with me.
    4. Spoken street names. This is called “text-to-speech.” You can live without it, but it’s a nice feature. Instead of telling you “turn right in 500 feet,” it says “turn right in 500 feet on Main Street.” The lower-priced models typically don’t have this option.

    There are many, many other bells and whistles you might like, such as real-time traffic data, Bluetooth for hands-free phone use, MP3 players, an FM interface to your vehicle sound system, etc., but those are more a matter of personal preference.

    As coordinate-centric people, a lot of surveyors and mappers like to use State Plane. Very few navigation units support this sort of feature, although some support loading USGS topo maps in the background. I’m of the mindset that you really don’t want to try to do too many things with a PND, though. Call it a navigator and let it go at that. If you want a more coordinate-centric unit, then you’ll have to buy something other than a PND, like a Garmin GPSMAP 60CSx, DeLorme PN-20, or Magellan Triton.

    I’ve put together a partial list of units with different features. The links are generally to the manufacturers’ websites, so don’t use the prices listed there as a reference.

    3.5″ Display Units

    TomTom ONE 3rd Edition (2-hr battery life, no text-to-speech, street-priced under $200).

    Garmin Nuvi 200 (up to 5-hr battery life, no text-to-speech, street-priced under $200).

    Garmin Nuvi 260 (up to 5-hr battery life, text-to-speech, street-priced under $300).

    Magellan RoadMate 1200 (2-hr battery life, no text-to-speech, street-priced under $200).

    Magellan CrossoverGPS (8-hr battery life, text-to-speech, IPX-4 waterproof rating, can load USGS topos, street-priced under $300).

    Mio C220 (4-hr battery life, no text-to-speech, street-priced under $200).

    Mio C310x (4.5-hr battery life, text-to-speech, street-priced under $250).

    4.3″ Display Units

    TomTom ONE XL (2-hr battery life, no text-to-speech, street-priced around $200).

    TomTom GO 920 (up to 5-hr battery life, text-to-speech, street-priced under $500).

    Garmin Nuvi 200W (up to 5-hr battery life, no text-to-speech, street-priced under $200).

    Garmin Nuvi 880 (up to 4-hr battery life, text-to-speech, street-priced under $1,000).

    Magellan Maestro 4200 (up to 4-hr battery life, text-to-speech, street-priced under $400).

    Magellan Maestro 4250 (up to 4-hr battery life, text-to-speech, street-priced under $500).

    Mio C320 (4-hr battery life, no text-to-speech, street-priced under $200).

    Mio C720t (up to 3-hr battery life, text-to-speech, street-priced under $400).

    There are many other navigator units on the shelves at the store. I’ve just listed ones from the top four market leaders.

    You’ll notice I didn’t mention anything about the software interface. There are many opinions floating around about Brand X interface being better than Brand Y. After using a lot of different PNDs, I think the argument is about the same as Brand X total station/GPS vs. Brand Y total station/GPS. Most have very similar functionality, and their own idiosyncrasies, so it’s just a matter of getting used to it. One thing is for sure: the user interfaces are all different.

    Don’t be stymied by analysis paralysis. A PND is the sort of tool (or toy) that once you get used to it, you can’t imagine working without it. Remember when folks fought against the electronic data collector, back when it was first introduced?

  • The 2008 ESRI Federal User Conference

    By Art Kalinski, GISP

    Several weeks ago, I attended the ESRI Federal User Conference, held February 20-22 in Washington, D.C. I wish I could report on some earthshaking new technology that is going to change everything, but as with most mature technologies, what I saw were mostly refinements of existing technologies such as ArcGIS 9.3.

    In 9.3, scheduled to ship in June, Web connectivity and integration have been improved, as have 3D tools and applications. An automatic Send Crash Report to ESRI notification has been added, along with very easy integration and connectivity with Google and Microsoft. Other improvements include working under the Vista operating system and enhancements to Model Builder.

    I’ve been a strong advocate of Spatial Analyst and its use with Model Builder, which has greatly simplified this aspect of GIS. Too many GIS users have been stuck in a “point, line, and polygon” GIS, but not all GIS data have discrete borders. Most environmental and social data have fuzzy boundaries and can only be modeled accurately as continuous functions. The beauty of Spatial Analyst (GRID) is that if you can mathematically describe what is happening, Spatial Analyst can model and display the phenomenon.

    I know that grid cell modeling can get difficult, but the grid cell environment is a powerful tool that can take some GIS projects to the next level of accuracy and completeness. Grid cell modeling is also significantly faster than trying to force polygons into a large dynamic model.

    I did see one new dataset that could be very valuable to certain users: Robert Renner of the U.S. Department of Housing and Urban Development demonstrated a free dataset from the U.S. Postal Service on address vacancies. It can be used to identify neighborhood changes showing emigration (vacated homes) or new neighborhoods (not-yet-occupied homes). This dataset is an early indicator that could be very useful for economic development, crime prevention, and public safety applications.

    Although most attendees didn’t observe any major developments in GIS, it was a good opportunity to network and see what peers in other agencies are doing. Over years of attending conferences, I’ve found that unless you’re new to the business, 95 percent of the information presented is old news. What makes the events worthwhile is discovering that little gem, that new piece of information or technology that you would have missed otherwise.

    It’s tough putting on a conference for such a diverse group of attendees, whose interests and experience levels run the gamut. With that in mind, and remembering the story of the blind men describing an elephant, I asked several of my fellow attendees what gems they uncovered at the 2008 FedUC.

    William Gray and Tony Ferguson of the National Geospatial-Intelligence Agency are long-term users of GIS, and neither saw much that was new other than the refinements shown in ArcGIS 9.3. On the flip side, Beth Dorch and B. Schumacher of the FBI got great benefit from some entry-level sessions, such as GIS basics and GIS definitions. They also touted the value of a simple, yet real-world demonstration of how ArcGIS was used for law enforcement analysis.

    Jim Mars of the Army Corps of Engineers liked the workshop demonstrating Model Builder, which showed how he could use the information for state shelters. Annette Miller, Montana Department of Labor, was new to GIS, so everything in the expo and all the sessions was new information and a major revelation.

    Brian Sterling, U.S. Department of Agriculture, Maryland, learned more about ArcExplorer and was happy to find out about TerraGo’s GeoPDF format — especially the publishing and collaboration tools. Craig Oaks of ProLogic appreciated being able to form a big picture of how customers are using GIS and how ProLogic fits in.

    An unscheduled — but valuable — session was presented by Anne Miglarese, who is leading the effort to establish the National Geospatial Advisory Committee. This is a newly formed group composed of key public and private geospatial professionals that will use the public-private partnership to advance GIS and promote data sharing. This could provide a much-needed shot in the arm for the National Spatial Data Infrastructure.

    Miglarese explained the genesis of the committee, and highlighted the fact that all meetings will be open to the public, and the material discussed will be available through a Web site that all can access. I know several members of this committee, and I believe it will have a significant and positive impact on GIS and geospatial efforts.

    The closing session was a very interesting presentation by David Kinley of SPAWAR. David explained how NORTHCOM and the Department of Homeland Security (DHS) had learned lessons from Katrina response and created interoperable systems to respond quickly to natural and manmade disasters, civil disturbances, and special events such as pending political conventions. NORTHCOM and NORAD use a system called SAGE, while DHS uses a system called iCAV. He also discussed TRITON, a Web-based critical infrastructure protection system used by the Army Corps of Engineers.

    Through a combined effort, data stovepipes were eliminated, and data sharing is now the norm. David addressed the difficulty in finding trained and qualified people to support these systems and noted that the agency is turning to the service academies to train new personnel.

    I found the last 30 minutes to be the most interesting part of the conference. Jack Dangermond announced that by popular request, ESRI was going to establish an Intel User Community that will be facilitated by Mark Schultz, ESRI’s director of intelligence. Jack then had an open-mic question-and-answer session with the audience. Unlike the current array of politicians, he didn’t have pre-screened and pre-approved questions. Some of the questions were very penetrating, and I almost cringed for him when I heard some of them. But he answered all the questions with great candor.

    Jack has built a worldwide organization that almost has a cult following. One only needs to experience the annual User Conference, attended by 13,000, to get a sense of that culture. From a federal perspective ESRI, ArcGIS, and all the related software programs have become a critical national resource. GIS is now fully integrated in all aspects of federal operations, as shown by this year’s speaker and attendee list. So people are understandably curious to see how developments at Google and Microsoft are affecting GIS.

    One member of the audience asked Jack why Google and Microsoft seem to be building such strength in GIS-related efforts such as Google Earth and Microsoft Virtual Earth, whether this poses a threat to ESRI, and why ESRI didn’t dominate this area. The ESRI president answered in a way that only someone who is really confident in his work and organization can.

    He replied that the goals and funding of ESRI, Google, and Microsoft are directed toward different purposes. ESRI is a company whose resources of roughly 600 million dollars per year are reinvested to expand the body of GIS knowledge, further the use of GIS, and support GIS customers. Google and Microsoft have billions to devote to the key goal of driving customers to advertisers. They are interested in search engines, base maps, and mapping to capture 8 to 10 billion dollars in ad revenue, not the smaller technical niche of GIS. On the other hand they could decide to take over GIS and then we’d be out of business, Jack said with a wink.

    One last question dealt with concerns about the openness of our society and the accessibility of information by terrorists, especially GIS data. Jack indicated that this also concerned him, but he was comforted by the thought shown by history that open societies ultimately are more successful than closed ones. On that note, the conference concluded.

    After the conference I was able to talk with Jack, and I shared with him common feelings and conclusions I’ve heard from many first responders, planners, and DHS personnel regarding access to data. Most believe that it would be impossible to get the information genie back in the bottle. Additionally, determined terrorists can get information they need even without high-tech tools because they have the advantage of choosing and researching a specific target, even with simple ground-level photos and personal observations.

    First responders, however, must be in a position to respond quickly and effectively to all possible targets, since they don’t have the advantage of knowing a target ahead of time. That tips the scale in favor of having accurate and complete datasets and imagery readily available for our first responders. Jack was comforted by that information, and indicated that he would use it in other discussions. I would appreciate hearing from anyone with a different point of view who would like to share the reasoning behind it; please contact me.

    Overall, it was a good conference that met the needs of a very diverse group of attendees. I believe that everyone who attended came away with at least one new piece of information or insight that made the conference worthwhile.