Surveying and Land Information
Science
Vol. 63, No. 3 (2003)
Statistics and Adjustments Explained
Part 2: Sample Sets and Reliability
Charles D. Ghilani
The normal
distribution is based on a population of observations. Surveyors only collect a
small sample of observations from the population. The size of this sample can
vary from several observations to one observation. As can be expected, reducing
the number of observations will affect the reliability of the sample. This
paper looks at statistical testing of samples and their relationship to least
squares adjustments. In particular, the paper explores the t, 2, and F
distributions and their uses in least squares adjustments.
Forest Cover Change Assessment for North Central Florida Using Landsat Thematic Mapper Data
Levent Genc and Scot Smith
Land cover
change and its temporal trends were assessed between 1985 and 2000 in an area
in northeastern Florida primarily covered by pine
plantations. Landsat imagery was the principle sensor
employed and the image processing techniques included the normalized difference
vegetation index and a combination of supervised and unsupervised
classification techniques. Results showed that during the 15-year period,
mature pine plantation cover and young pine plantation cover declined by 9
percent and 2 percent, respectively, while open field increased by 10 percent.
It was also determined that wetland forests declined by 5 percent. Because
trees serve as highly efficient carbon storage devices, the decline in forest
cover (pine plantation and wetland trees) leads to increased pollution of the
atmosphere with carbon dioxide.
KEYWORDS: Image classification, forest,
remote sensing, deforestation.
Software for the User Interface of
Coordinate Rubbersheeting in Vector-based Geographic
Information Systems
Arthur J. Lembo,
Jr. and Thomas D. O’Rourke
Rubbersheeting solutions for improving the positional accuracy of map products have
been in use for over 20 years. Early
attempts to utilize rubbersheeting methods were
infrequent, as most software was developed within an organization and required
skilled programmers and other collaborators with backgrounds in computational
geometry, surveying and engineering, and mathematics. Additionally, the
software used to perform rubbersheeting often relied
on separate programs written in Fortran or “C” and was
run separately from the geographic information system used to digitize the
data. Innovations in the use of graphical user interfaces with geographic
information systems have made rubbersheeting
algorithms easier to apply in commercial software systems. While the ease of use has made these powerful
techniques more available to the practitioner, much of the theoretical concepts
behind their use are hidden, which may lead to inappropriate applications of
the techniques. This paper presents a brief history of the development of rubbersheeting solutions for geographical information
systems, illustrating the evolution of software interfaces and the need for
increased literacy in the use of the technology.
New Approach in Using
eRTK-GPS for Direct Georeferencing
of Aerial Images in a GIS Application
Stacey D. Lyle, RPLS
The purpose
of this paper is to describe the research conducted in the development and
preliminary testing of a real-time georeferencing
method for a small-format digital aerial camera system using new methodologies
in extended Real-Time Kinematic Global Positioning
System (eRTK-GPS) solutions. This system is being
developed to supply the U.S. Department of Agriculture Farm Service Agency
(USDA FSA) with aerial digital images that would replace the current 35 mm
slide film method and facilitate the development of a geographic information
system (GIS) for crop compliance support. The direct georeferencing
method was developed by the University of Georgia and Texas A&M University-Corpus
Christi in fulfillment of the National Aeronautical Space Agency’s (NASA)
contract for developing new technologies and methodologies in remote sensing.
The research included development of eRTK-GPS in an
aerial platform where differential solutions 35 kilometers from the
base-station generate two-centimeter and five-centimeter accuracy horizontally
and vertically from the digital camera exposure station’s location. A real-time
georeferencing system results in a world file with
affine transformation parameters without the need for post-processing GPS or
ground control points. Flight tests were conducted in Georgia and Texas with different wireless
communication systems to assess the robustness of the solutions on an aerial
platform.
U.S. and Pennsylvania Law of Monuments as Evidence
Preston Hartzell and Wesley Parks
National and Pennsylvania law of monuments
as evidence is examined. General considerations are developed from standard land surveying and
legal sources. Federal statutes on monuments as evidence and a representative
case are reviewed. Pennsylvania statutes and a representative case
are reviewed. A hypothetical land surveying situation involving monuments as
evidence of boundary location is presented. Principles developed from the
review of law are applied to resolve the situation.
A Student Recruitment Program for Geomatics
James A. Elithorp
Jr., Ph.D., P.L.S.
The typical
geomatics program is an expensive investment in
faculty, equipment, and computer hardware/software. Most geomatics
programs operate at a reduced level due to the lack of qualified students.
Active recruiting programs to increase the student population are expensive in
time and funding. Limited educational budgets for recruiting require that such
efforts be maximized for impact. This paper examines why students choose geomatics as a career field and seeks to identify the
important elements of a successful active recruiting program. Surveys were
conducted with working professionals in Alabama and geomatics
students attending the Troy State University Geomatics
Program. Three important factors were identified as primary influences on the
decision to study geomatics: the family; working for
a surveying and mapping firm; and attendance at Troy State University. The working professionals
identified ten major student recruitment selling points: 1. Working outdoors;
2. Potential for business ownership; 3. Society needs geomatics
professionals; 4. Work in one’s hometown after graduation; 5. Enjoyment of the
profession; 6. Challenging and interesting work; 7. Satisfying nature of
boundary retracement; 8. Use of high technology; 9.
Mathematical challenge of the work; and 10. High demand for
graduates.
Letters to the Editor
Dear Mr. Hixson,
I read with
pleasure your paper in the current SALIS journal, “Creating a National Standard
of Survey.” I, too, have been delivering
seminars and workshops on the ALTA/ACSM standards since about 1992, having
worked with Mary Feindt on their revisions. I offer a
few comments and observations:
In your
proposed “Boundary Resolution” section you make reference (under Parcel Matrix)
to the client wondering as to whether all boundary lines need to be surveyed.
It has been my observation that such language always acts as a loophole through
which the more rigorous requirements will disappear as clients seek to reduce
the fee.
Under
“Analysis and Resolution” you make reference to surveyors determining legal
principles and reconciling discrepancies by “whatever means are legally
available to the surveyor.” I agree that this is, or should be, within the
scope of the surveyor’s responsibility but have doubts as to the average
surveyor’s knowledge of the law—and self confidence in the role—to actually carry
it off!
Your
reference to the possible need for ACSM (now probably NSPS) to champion this
cause on its own is well taken. My experience with the ALTA people suggests
they are loath to do anything that might make the surveyor’s role more
expensive by requiring this Record of Survey.
I am in
favor of a national standard to “spell out the principles behind a quality
boundary resolution” and agree that ACSM (NSPS) is the institution to introduce
the concept. I doubt, however, that state boards of surveyor licensure and
registration will adopt it as a rule, at least in the near term. The more
likely course will be for the national association to set the standard then let
the courts recognize it as a national standard ruling over local practice. This
happened in the Bell v. Jones case some years ago when the local court
recognized the ALTA/ACSM standard as a national standard even though the case
at bar was not a land title insurance matter.
I hope that
the professional practice committee of NSPS takes your article very seriously.
We do need to elevate the standards of practice, much as the ALTA/ACSM document
has done, and if our national association is to prove its viability this is the
sort of a project it should undertake. My only reservation is concerning the
current professionalism and educational advancement of surveyors across the
country. My article in the August POB Magazine highlights the case of surveyors
in one state not being able to agree on even such basic definitions as
positional error.
Once again,
I support your proposal and I applaud your article as a practical essay on a
subject of vital importance to the profession. It should be of interest to
every practicing professional surveyor and, perhaps even more so, to the next
generation of surveyors now in their educational and training years. In fact it
is the generation of younger surveyors who are or have already been through
university degree programs in this country who will be able to enact and work
with the process you propose. For those
of my generation it will be a harder sell.
[Robert W.
Foster, PE, PLS]
Dear Editor: Re: R. E: Lee Hixson:
“Creating a National Standard Record of Survey,” SaLIS,
vol. 63, no. 2, June 2003
I was
inspired by Bob Foster’s response to Hixson’s recommendation to make property
boundary surveys “explicit” rather than “implicit,” as we do now. As another
surveyor once wrote, “In the long run, men hit only what they aim at. Therefore, though they should fail immediately, they had better aim
at something high” (Henry David Thoreau, Walden, 1854).
Hixson has
indeed aimed high. I would agree with Bob that for many surveyors of the past
as well as the present, it will be difficult to convert to higher standards. As
far as future surveyors are concerned, it remains to be seen. Much will depend
on their mentors and teachers. Whether and how they instill conscientious
professionalism in young minds and set an example will determine the future
practice and habits of those minds. Do as I say and do as I do should be
synonymous.
Hixson’s
concern, based on years of experience with less than adequate boundary surveys
by others, and his idea to make a change for the better, are well taken. His
outlines of the ALTA/ACSM Record of Survey and Boundary Resolution Statement
describe how our less than well organized cadastral system—if one can call it a
system—can and should be improved. Back in 1980, the National Academy of
Science published a report entitled Need for a Multipurpose Cadastre. The panel
recognized our dilemma of floating parcel boundaries—I call it “the floating
island disease”—and made recommendations similar to Hixson’s suggestions.
I, too,
would not want to let a client decide which boundary lines he or she wishes to
have surveyed. Even if only one line needs to be staked out in the field, only
the expert—the surveyor—can decide which lines need to be surveyed in order to
arrive at the correct solution for the location of that line desired by the
client. I do see, however, Hixson’s optimistic faith in his peers as a serious
obstacle. To get the process moving, he recommends that surveyors could
“voluntarily choose to comply.” Human nature being what it is, and title
insurers and their attorneys aiming to minimize costs to their clients,
voluntary compliance may be more difficult to achieve than Hixson’s expects.
Title insurers must be convinced that improved surveying standards will
ultimately reduce their liability and potential losses.
Needless to
say, I wholeheartedly support the idea of an improved Record of Survey
Standards and Boundary Resolution Statement. It should be a challenge for the
ACSM/NSPS leadership, and adherence to them must become more than voluntary in
order to be effective. If the proposed standard is to have any impact and a
chance of survival, it is mandatory that ALTA be involved in its improvement
together with ACSM.
Gunther Greulich, PLS, PE, Fellow and Life Member,
Former president, ACSM
Hixson to Greulich
Dear Mr. Greulich, Thank you so much for your recent letter. Your
comments were insightful and appreciated.
And yes, I
have this bad habit of “aiming high.” But I cannot help it …especially after
running across all the inadequate maps that I have, over the past years. It
pains me to see so many surveyors doing such poor work.
But what
surprises me the most is that our state laws do not spell out what is required
of surveyors when doing a boundary survey! It’s as if we simply assume they
will follow good practice, and trust them to do so.
As for my
decision to suggest a voluntary approach to new standards, this was a direct
result of my article last year in Professional Surveyor (where I made many of
the same points). I was chastised by surveyors from all around the country for
attempting to “micro-manage” them...and criticized for wanting yet another
layer in an over- regulated country.
Personally,
I think that state law should require the ingredients of a proper boundary
survey. But in addition, our codes of ethics should contain the same
principles. We should also push the concepts in continuing education, and in
the ALTA Standards. We should leave no loopholes for the lazy to take refuge
I am
sincerely disappointed in my profession in this regard. But thank you your support, and I only hope that there will be a ground swell
of additional support, leading to real change at the highest levels.
Thank you
again for taking the time to write me. Do what you can to spread the idea in
your state, and maybe we will live long enough to see some progress. I would
really like to be able to put a Boundary Statement on my maps some day.
R. Lee Hixson, PLS, Hixson
Surveying, 1497 Gray Avenue, Yuba City, CA 95991