International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Vol XXXV, Part B2. Istanbul 2004
* [mage differencing methods assume that the differences
between the radiometric values are due to changes in the
object space. Indeed these differences could be a result of
other factors, such as different atmospheric conditions,
illumination conditions, changes in soil moisture and
sunlight angle. Several solutions were suggested to
overcome such a problem. Basically, these solutions depend
on image enhancement and radiometric corrections that tend
to reduce radiometric differences between images under
consideration.
= Most of these methods require a decision as to where to
place the threshold boundaries in order to separate the areas
of changes from those of no change (Singh, 1989). In fact,
classical techniques perform thresholding based on empirical
strategies or manual trial and error procedures, which
significantly affect the reliability and the accuracy of the
final change detection results (Li et al., 2002).
= In general, classification methods require two or more bands
for the classification process. This is not always available
especially when dealing with aerial images that represent an
important source of historical information needed for change
detection purposes.
" ]mage differencing techniques are sensitive to
misregistration between the reference and input images
(Singh, 1989; Townshend et al., 1992; Li et al, 2002;).
Literature pointed out that accuracy of the image registration
process is the key factor that controls the validity and
reliability of the change detection outcome.
In summary, uncertainty in the change detection outcome relies
on two factors. Firstly, the detected changes might be biased by
inaccurate — rectification/registration procedure (geometric
differences). Secondly, it is affected by possible radiometric
differences due to atmospheric changes and/or different sensor
types. To overcome the problem of geometric differences, this
study will investigate and develop a semi-automated, accurate,
and robust registration paradigm that guarantees accurate co-
registration which is required for reliable change detection
(Section 2). To overcome the problem of radiometric
differences, derived edges from the registered images are used
as the basis for change detection. The utilization of edges is
motivated by the fact that they are invariant with respect to
possible radiometric differences between the images in question
(Section 3). Section 4 demonstrates the proposed methodology
of change detection. Experimental results using real data, which
proves the feasibility and robustness of the suggested
methodology, are discussed in Section 5. Finally, conclusions
and recommendations for future work are discussed in
Section 6.
2. GEOMETRIC DIFFERENCES
High resolution overlapping scenes captured by space-borne
platforms and aerial images are becoming more available at a
reasonable cost. These images represent the main source of
recent and historical information that are necessary for change
detection application. Due to different imaging systems, spatial
resolutions, viewing points and perspective geometry between
these temporal images, geometric differences should be
expected. Reliable change detection is contingent on accurate
compensation of these differences among the involved images.
The proposed registration methodology will accurately align the
images in question regardless of possible geometric differences.
In general, an image registration process aims at combining
data and/or information from multiple sensors in order to
achieve improved accuracies and better inference about the
environment than could be attained through the use of a single
sensor. An effective automated image registration methodology
must deal with four issues (Habib and Al-Ruzouq, 2004);
namely registration primitives, transformation function,
similarity measure, and matching strategy. The following
subsections briefly discuss the rationale regarding these issues.
2.1 Registration primitives
To carry out the registration process, a decision has to be made
regarding the choice of the appropriate primitives (for example,
distinct points, linear features, or homogeneous regions). In this
research, straight-line segments are used as the registration
primitives. This choice is motivated by the following facts:
= Straight lines are easier to detect than distinct points and
areal features. Moreover, the correspondence between
conjugate linear features in the input imagery becomes
easier.
= [mages of man-made environments are rich with straight-line
features.
= Jt is straightforward to develop mathematical constraints
(similarity measures) ensuring the correspondence of
conjugate straight-line segments.
" Free-form linear features can be represented with sufficient
accuracy as a sequence of straight-line segments (poly-
lines).
After selecting straight-line segments as the registration
primitives, one has to make a decision regarding on how to
represent them. In this research, the line segments are
represented by their end points. This representation is chosen
since it is capable of representing all line segments in 2-D
space. Also, it will allow for a straightforward similarity
measure that mathematically describes the correspondence of
conjugate line segments. It should be mentioned that the end
points defining corresponding line segments in the imagery
need not be conjugate, Figure 1.
2.2 Registration transformation function
The second issue in a registration procedure is concerned with
establishing the transformation function that mathematically
describes the mapping function between the imagery in
question. In other words, given a pair of images, reference and
input images, the transformation function will attempt to
properly overlay them. Habib and Morgan (2002) showed that
affine transformation, Equation 1, could be used as the
registration transformation function for imagery captured by
satellite imaging systems with narrow angular field of view
over relatively flat terrain (a terrain with negligible height
variations compared with the flying height).
=
a, a ux
E +
/ bil 5 ob y
Ne
where
(x, v): coordinate of a point in the reference image
Internai
x,y")
Figure 1.
2.3 Sir
The nex
similari
necessa
conjuga
depend:
respecti
primitiv
points, °
Assumi
corresp«
1, the «
fact th.
corresp:
transfor
Such a |
betweer
referenc
input in
mathem
points ©
where
(p,0)
(x; ’ AH )
Anothei
point 2
2.4 Mi
To aut
controll
measur
framew