Network corrected real-time is a technological approach to high precision GPS/ GNSS positioning that has been theorized about, studied, experimented with, and implemented in various academic, scientific, and commercial forms for nearly a decade.
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On Least Squares I normally enjoy reading "Point to Point" by Joel Leininger and agree with what he has to say, or at least admit that he has a good argument. However, his article in the September issue ("Boundaries by the Numbers"), betrays a truly fundamental misunderstanding of the purpose of least squares.
He correctly states, "Most leastsquares analysis software allows the user to `weight' the various factors to be considered in the solution, so that factors which are more certain receive less adjustment, and vice versa." Then he goes completely off track and adds, "Thus, one could, for instance, weight some of the monuments to be `fixed' and force all adjustment into the other elements." One could, yes, but this is a complete misuse of least squares!
Least squares is to the compass rule as a total station is to a theodolite: it's newer, fancier, more versatile, and generally more precise, and has nothing whatsoever to do with anything but measurements.
Leininger errs by thinking that weights should be assigned to monuments. This is utterly wrong. "Fixing" monuments in least squares is the same as "fixing" the measurements between them and what competent surveyor is so arrogant as to assume he or she knows exactly the true distance and bearing between any two points? Compare and contrast to a GPS survey: GPS requires control points to which the rest of the survey is adjusted. These control points are "fixed" just as Leininger suggests monuments should be. However, they are not fixed due to a long history of use, or because they best fit the record, or because a landowner can point to them and say "There's my corner!" They are fixed because a prior surveyor carefully and precisely measured their position. The accuracy of the published coordinates is higher than that of the subsequent survey. In most resurveys, the new survey is more accurate, and should not be distorted to fit the old.
The proper use of weighting is to inform the software which measurements are more accurate than others. GPS should be weighted higher than conventional traverse work, which should be weighted higher than anything done with compass and tape. Weighting should be determined as soon as a user has a new least squares program and prior to any survey. It may require a few surveys to get the feel of new software, and as some surveys will always be noticeably better or worse than average, it will be necessary to occasionally tweak the estimates a bit to get acceptable closure, but changes should be slight and, in general, weighting should be independent of the findings of any particular survey.
So then "Geometric checks ensure the integrity of the measurements and provide the fuel on which adjustment depends." This is exactly what least squares does: adjusts and checks. And reports back its estimate of the quality of the adjustment based on the checks. And that's all. After a least squares adjustment is finished, a surveyor may use the COGO routine to check his or her measurements against previous records or determine how far a found monument is from the "true" position. This is part of ranking the evidence which Leininger mentioned, where the measurements may help support or undermine the decision to accept a given monument as the corner. But when it comes to "weighing" a monument, least squares should be as involved as my bathroom scale.
—Edith Forkner, LS (and, for what it's worth, BS, mathematics)
More On Least Squares
I would like to thank Joel Leininger for the first factual document written to discourage the use of least squares adjustment for boundary retracement. It is a program invented by engineers who have little or no understanding of surveying. It is now used to force-fit a mathematical solution in lieu of actual record-supported retracement based on evidence and seniority. Please continue your efforts to educate the new generation of younger, less experienced, computer savvy, soon-to-be-greenhorns, like their P.E. buddies, known for overuse of available software in lieu of true boundary retracement.
—Paul Ruzenski, LS Huntington, NY
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Editorial: Machine Control Redux
I have received a fair amount of response to my July editorial about machine control. Responses included those who agree with me as to the inevitable impact it will have on the future of surveying and those who accuse me of selling out. Notwithstanding those states such as California that require a .... Read the Article
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Pincushion corners result when two or more markers exist identifying the same property corner. If set by surveyors, they are invariably the result of different interpretations of evidence, whether justified or not. The measurati have almost universally denounced them as further evidence of rank-and.... Read the Article
The WowFactor: OfficeSync
Drastic changes in the U.S. economy, including the recent runup in the price of gasoline, have had a direct effect on how firms use technology to remain competitive. Civil engineering and land surveying firms have had to make serious decisions, and time management is ... Read the Article
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Monhegan Plantation is an island ten miles off the coast in the Gulf of Maine. An artists' haven with a rich history in fishing, the island's average population of 75 residents explodes each summer with the opening of ... Read the Article
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As originally planned, the Eastern Plains Transmission Project, one of the country's largest power expansion projects in progress, is expected to ultimately deliver about 1,000 miles of .... Read the Article
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One of the hold-ups in the implementation of Real Time Networks (RTNs) for machine control has been the vertical accuracies. That being the case, when one of our writers, Joe Betit, told me that he had heard that the South Carolina .... Read the Article
In Memoriam: John E. Chance, 1924-2008
A legend within surveying circles along the Gulf of Mexico and in the petroleum and pipeline industries worldwide, John Chance died May 1, 2008 at his home in Lafayette, Louisiana. "Mr. John," as he was affectionately known by his friends, was born John Edward Chance on ... Read the Article
FeedBack
More on the Schuylkill Center Wendy Lathrop's valuable article "Where There's a Will... " [Sept. 2007] couples the Orphans' Court activities of the Barnes Foundation and the Schuylkill Center for Environmental Education (SCEE). From a legal point of view the breaking of ... Read the Article
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Backward compatibility has always been one of the things that make a good solid product. General CADD started out as an inexpensive CADD program working in DOS. Generic CADD was the name and it made it possible for surveyors who could not afford the very... Read the Article
Survey Reports: Preparing a Survey Report - Part 4: FAQ
This is the fourth article in a series of articles suggesting formats and contents of a survey report. Previous articles dealt with opinions on the location of corners and boundaries [Feb. 2008]; encroachments, gaps and overlaps [Mar. 2008]; and limitations of of the surveying ... Read the Article
Vantage Point: Water Over the Dam and Down the River
What's old is new, and it's all wet. It may seem to be a "modern" approach to look beyond our own municipal boundaries to see what is happening on the other side of an invisible jurisdictional line that will affect flooding and stormwater on our side of that line. But awareness of ... Read the Article
• 15th Annual GeoTech - October 7-8, 2008, NOAA’s Auditorium and Science Center in Silver Spring, MD. Hosted by Potomac Region of the American Society of Photogrammetry and Remote Sensing and co-hosted by the NGS, 1 day of Workshops taught by experts, and 1 day of Technical sessions.,
• GITA's First Annual GIS for Oil & Gas Conference - Calgary - Nov. 6-7, 2008, Calgary Marriott Hotel, Calgary, Alberta, Canada. The GIS for Oil & Gas Calgary Conference will build on the momentum from GITA’s GIS for Oil & Gas Conference held in Houston, Texas, every September.
• GITA's “How to Financially Justify Your Geospatial Projects” Two-day Workshop - Nov. 13-14, 2008 in Denver, Dec. 11-12, 2008 in Tampa. All types of organizations now have a unique opportunity to learn from GITA’s landmark research project, “Building a Business Case for Geospatial Information Technology: A Practitioner’s Guide to Financial and Strategic Analysis.”
• Geography in Las Vegas - March 22–27, 2009. Join 8,000 geographers, GIS specialists, and environmental scientists from around the world in Las Vegas for the very latest in research, policy, and applications in geography, sustainability, and GIScience, during the annual conference of the Association of American Geographers.
• California Land Surveyors Association 2009 Conference - March 28-April 1, 2009, Hilton San Diego Resort (Mission Bay).
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• SPAR 2009 - March 30- April 1, 2009, Hyatt Regency Hotel, Denver, Colorado. SPAR 2009 will focus on best practices for using 3D imaging technologies to design and deliver capital projects as well as operate, modify and maintain production, manufacturing and infrastructure assets.
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