Posted April 1997
Bertinoro I
High-level Technical Seminar:
Private and Public Sector Cooperation
in National Land Tenure Development in Eastern and Central Europe
University Residential Centre
Bertinoro, Italy
1-5 April 1997
Digital Ortho-Photography and other Techniques in the Creation of a Cadastral Register
by Pierluigi Potenza
Italeco S.p.A. - I.R.I. Iritecna
Rome, Italy
e-mail: mc1017@mclink.It
1. Introduction
Mapping is a very costly product, especially
when, as in the case of cadastre, the degree of
precision and detail that is involved is not often found
in other types of technical cartography. In particular, the cadastral map must offer a
representation of the area with definite conventional
characteristics, indicating elements which are not
always directly visible (e.g. parcel boundaries)
leaving out other details which, instead, prevail in the
true image of the area (e.g. land cover with
woodlands, crops, etc.). Thence, the cadastral map
necessarily is a formal representation rather than a real
representation.
Furthermore, it must be considered that a correct
integration of the map within a geographic reference
system is required to avoid overlapping or gaps in the
subdivision of the lands. This integration can be
more or less strict, dependent on the degree of
approximation of the boundaries that can be
tolerated, but is essential in that, otherwise, it would
not be possible to perform any subsequent updating
operation.
2. Cadastral mapping
The state-of-the-art of current tools useful to set-up,
rebuild or update a cadastral cartography (and its
associated administrative data-dase), can be summarized as
below.
2.1 Direct topographic survey
this is a technique that ensures the greatest
precision, the least risk of interpretation errors
and maximum detail. Conversely, it is by far the
most costly medium due to the high personnel
requirement and low productivity.
But, in a comprehensive comparison among different
technologies, it must be considered that a ground
survey is always necessary in cadastre, because most
of the needed data are not directly interpretable by
an air view (i.e. distinction between public and
private property or uncertain boundaries). Thus, in
all the techniques based on air photography, a
comprehensive ground survey is always required, while
in this case, all the cadastral particulars can be
revealed during the topographic survey: In other
words, this is, of course, the most expensive
technique, but , we have to keep in mind the economy
which can be realized bringing together the
topographic survey (for map construction) and the
cadastral survey (for cadastral data collection).
We should consider 100 as the cost value
allocated to cartography produced with this
technique.
2.2 Photo-restitution
In recent years experience has demonstrated that it
is possible and convenient to use aerial
photogrammetry and photo-restitution to accelerate
the creation of cadastral maps.
The operations which are at the base of this
technique are those of the photo-restitution proper,
with the important difference that the preparation
of the photo-restitution draft is directed at the
photointerpretation of only the details that
have a "cadastral sense", leaving aside others that
would encumber and render confused the
representation. Moreover, the photo-restitution
draft does not constitute in itself the
fundamental basis for preparing the final maps
(as occurs, instead, for technical maps of a
general use); in fact, in the case of Cadastre, the
ground after-survey, which always follows
photo-restitution, is oriented towards ascertaining
the correct delimitation of property boundaries,
eventually by associating to the maps an
administrative information database.
Therefore, the photo-restitution is a method
representing a good compromise between the high
precision required for cadastral purposes and the
productivity required to keep the cartography
constantly updated. It is a more economical medium
than direct topographic survey, but is still
relatively costly, in absolute terms.
The cost is about 70% with respect to the
cartography produced with direct survey.
2.3 Digital ortho-photography:
From the verification that aerial photogrammetry is a
valid means for creation of cadastral maps the idea
was born of attempting to produce cadastral maps
even more economically using entirely digital
rectification of aerial photographs.
The objective of the digital ortho-photography
technique is not to ensure the production of a
complete and perfect cadastral map; in fact such
scope is by definition unachievable through any type
of territorial photogrammetry alone. However, this
represents an adequate tool to accelerate and
economize on cartographic procedures, exactly like
photo-restitution compared with ground survey, but
with an even higher productivity and value added.
The idea of overlaying cadastral maps on
photo-mosaics is not new, but it has always been
faced with the problem of photo deformation, or
with the very high cost of producing orthophotos
through the use of ortho-photoscopes. Through
digital aerial photogrammetry the first of these
two problems is solved, obtaining a perfectly framed
map projection image, whereas the second problem
becomes redimensioned. Furthermore, the fact that
digital ortho-photography already represents by
itself a digital file and that such file can
subsequently be updated through a simple repetition
of the aerial photogrammetry represents an
essential and exclusive advantage of this technique.
In practice, the digital ortho-photographic image
is a file already qualified to accept the
overlaying of other vectorial files and the
associated alphanumeric data. These two options are
very important when any type of old property
mapping is already existent, and are not possible
with a traditional ortho-photography, unless a
rastering of this successive to production is
performed, with a further cost increase.
the degree of precision offered by this
technique is dependent on the scale and the
scanning density of the aerial photographs. Contrary
to the classical aerial photogrammetry, this
technique does not require a photo-restitution
operation and it is possible to apply it even with
the use of rather simple equipment (PC and
scanner). Consequently, it is by far the most rapid
and most economic medium; thanks to these
characteristics it is very adapt for use in the
initial stage of work concerning creation of
cadastral mapping. It is also adapt for the
updating of existing cadastres, when there is the
need for a rapid identification and finding of easily
visible elements (e.g. buildings not yet represented
in the old maps).
The cost is about 40% that of the direct survey
method; it is to be considered that this estimate
takes into account the fact that the
aerotriangulation operations (see 3.1 and 3.2) are
performed through ground survey of the control
points.
If instead the control points are derived from
existing cartography the cost diminishes further,
down to 30% with respect to the traditional method.
3. Digital ortho-photography: work phases
The phases of work required to produce a
digital ortho-photographic map are the following:
3.1 Topographic operations
They are carryed on in the field, through traditional
or GPS instrumentation, and in office, through aerial
photogrammetric operations (photo-restitution
method). This first step is required for creation
of the aero-triangulation control points, exactly as
for an ordinary photo-restitution. This is a
preliminary work phase and serves to create the
stereoscopic model of the terrain to be used by the
software to rectify the air photos.
3.2 Creation of a terrain model
It is done by means of a digital stereoplotter: also
the altimetry data are necessary to correct the
optical deformations resulting on the photograph
from the relief.
Alternatively, if an ordinary, fair-quality
cartography already exists, the values needed for
the aerotriangulation can be derived from it. There
will be a slight reduction in precision but a
considerable saving in time and cost (see 2.3).
3.3 Rastering of air photos
The scanning density to be used and, consequently,
the scanner sophistication and cost, is a function of
the flight altitude, the focal length and, not
least important, the details to be obtained in the
representation.
It is the case to underscore that the
production of digital ortho-photos is applied,
naturally, also to satellite images (as SPIN-2
images) which originate already ortho-rectified.
For this reason, these images just need for a
precision scanning process, while the above mentioned
operations are not required. Nevertheless, they can't
reach the same accuracy in projection which can be
allocated to the high-scale aerial photographs. This
deficiency comes, especially, from the low scale of
the original satellite images.
3.4 Production of ortho-photographic imagery
By using the values of the aero-triangulation
coordinates and the terrain model elevation values,
the software introduces on the raster image the
necessary corrections with respect to the scale and
parallax deformations and generates a new aerial
image in a pre-defined map projection (Gauss Boaga
in our example); in other words, it generates an
orthophoto of the area covered by the stereoscopic
model. The software works reproducing in an
informatics manner the operation of an optical
ortho-photoscope.
3.5 Overlaying of cadastral maps
The next step consists in overlaying the eventual
cadastral graphic documents on the orthophotos. The
operation is performed after digitization of the
documents (vector and/or raster). It is readily
clear that ortho-photography represents an updating
tool equal, as to precision, to a photo-restitution
draft, with the advantage that, since it concerns an
objective image and not a photo-restitution, the
interpretation of the territorial elements of
cadastral relevance is facilitated; moreover, this
interpretation can be made in agreement between
different experts and not by the photo-restitution
operator alone.
4. Use of the ortho-photographs
Naturally the ortho-photography, like the classical
aerial photogrammetry, does not exhaust the
procedure of construction of a true cadastre; however,
it offers the great advantage to represent most of the
mappable elements (e.g. crop boundaries) already correctly
positioned in the map, besides having the previously
mentioned characteristics of constituting a file.
The raster image definition values to be used can be
varied within wide limits; they can even arrive at
scanning densities similar to the grain of photographic
emulsion. It shall be noted that the level of quality
that can be achieved is nearly identical to that of
a photographic print; conversely, it should be borne
in mind that as the degree of definition increases, the
dimension of the raster files increases (to the square),
and this may generate problems in management with
PC-level equipment (also, the cost of scanning machines
sky-rockets, for increasing definition).
5. Comparison among cartographic products
We say that the choice among different tools depends on
the required cost/precision rate. Thus, we could consider
these terms of reference in a scale of decreasing
proportion:
- High to Very High scale topographic maps
(1:500-1:1.000-1:2.000), made from direct topographic
survey.
(very high resolution, very high accuracy, very high
cost, very low productivity)
- High scale photo-restitution (1:1.000-1:2.000-1:5.000),
made from aerial photogrammetry of low-altitude air
shots (1:10.000-1:15.000).
(high resolution, very high accuracy, high cost, low
productivity)
- High scale ortho-photos (1:1.000-1:2.000-1:5.000), made
from low-altitude air shots (1:10.000-1:15.000)
rectified by ground surveyed control points.
(high resolution, high accuracy, medium to high cost,
medium to high productivity)
- Medium scale ortho-photos (1:10.000-1:20.000), made
from high-altitude air shots (1:30.000-1:40.000)
rectified by ground surveyed control points.
(medium resolution, high accuracy, low cost, high
productivity)
- Medium scale ortho-photos (1:10.000-1:20.000), made
from high-altitude air shots (1:30.000-1:40.000)
rectified by cartography derived control points.
(medium resolution, medium accuracy, very low cost,
very high productivity)
- Medium scale ortho-photos (1:10.000-1:20.000), made
from enlarged satellite high resolution images. These
images are native ortho-rectified (as SPIN-2).
(medium to low resolution, medium to low accuracy, very
low cost, ultra high productivity)
The final choice among these methods is not as
simple as it could appear. Once indentified the needed
scale/accuracy, the choice depends, particularly, on the
initial conditions: for example, on the availability or
lack of a good existing cartography, or on the
availability of rather good old cadastral maps (and on their original scale).
Also, the comparison between high-altitude air shots and
satellite ortho-rectified images, strictly depends on the
cost of a photogrammetric flight, which can wide vary in
different countries and regions, while the cost of the
satellite imagery do not depends on local conditions.
Thus, some of these factors can make the difference for
the final choice, and all the cartographic tools we have
got nowadays are good for the task of rebuilding or
updating a cadastral cartography.
Anyway, we are convinced that the digital ortho-photo
technique will increasingly be used to update cadastral
maps. But, we also believe that this new technique will
find its major application in the initial phase of
establishment of a cartographic base for the Countries
which do not yet have a cadastre (as in the case of many
Third World Countries) or which must remake the old
cadastral maps (former-Socialist countries).
Undoubtedly the technique represents the most advanced
and economic means for obtaining an accurate and easily
updated representation of an area.
Of course, we repeat, the digital ortho-photo doesn't
exhaust the task of the creation (or full remake) of a
real and complete cadastral registry.
Cartography is the background only for the geometric
reference of the whole cadastral informations. Either in
the case of a new cadastre creation or of a full remake,
many function about the administrative management have to
be implemented. For example, the data-base related to the
cartography may include:
- Land estimation data
- Real estate estimation data
- Routines to manage the division or the sharing of the
properties
- Routines to introduce new buildings
- Fiscal data
- Mortgage data
- Inheritance data
This list is incomplete, and all data and routines can
vary according to the different legislations in different
countries. Anyway, is a fact that the cartography is the
core of a cadastral system. A cartography which allow an
easy relation to any kind of alphanumeric data: the
features of such a cartography are nowadays well defined.
6. Costs
We enclose to this document a true example related to the
expense for the complete updating of a cadastral register
(including both the maps and property deeds). Maps were
re-made by aero-photogrammetry (photo-restitution, cfr.
2.2).
Please note that many factors can introduce wide variation
in an evaluation like this. Some of these factors are as
follows:
- The extension of the area to be updated: the prices,
of course, will decrease according to the extension as
well as according to the scale of the maps.
- The scale of the new cartography: please note that in
our example the scale is high. Prices, for lower
scales, will drop in a quasi-geometrical way.
- The average area of the parcels: in this example (and
perhaps anywheres in Europe), the properties are
intensively divided.
- The number of administrative data to be entered. In
this case there was a huge quantity of any kind of
variations into the property deeds: that the reason
why the figure and the relative weight of the item 7
is slightly higher than normal.
Creation of a complete cadastral information system by aerophotogrammetry (scale 1:1,000 and 1:2,000)
| Main activities: | Average % | Average prices (USD/ha) |
| 1.Collection of existing data and scheduling of activities | 5% | 10 |
| 2.Aerophotogrammetric shot | 9% | 16 |
| 3.Topographic survey for the planoaltimetric grid and for the control points | 18% | 33 |
| 4.Aerotriangulation | 2% | 3 |
| 5.Photorestitution | 10% | 19 |
| 6.Map completion (in field) | 21% | 39 |
| 7.Alphanumeric data entry (deed archive) and final editing of maps | 35% | 65 |
| 100% | 185 |
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