International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, Vol XXXV, Part B4. Istanbul 2004
This definition allows for the explicit determination of the
change components, that is, the additions 44, and deletions
Del
Ada 7 $2- (64082)
D = 81-8; x53)
Therefore, an addition is determined as the difference between
the new dataset and the common elements between the two
temporal datasets, while a deletion is determined as the
difference between the old dataset and the common elements
between the two temporal datasets. The common elements of
the two datasets are determined as the spatial intersection set of
the two temporal datasets.
A detected spatial change could be caused by differences in
positional accuracies between the two datasets. The significance
of change can be expressed based on accuracy tolerances and
minimum sizes. To account for positional inaccuracies,
appropriate spatial buffers are generated around the two
temporal features during the change detection operation, while
the minimum sizes satisfying the specifications are handled
using appropriate spatial filters. The buffering and filtering
operations are used to keep only the actual changes. Whatever
vector segments are outside the buffer zones are considered as
changes. If the new features from the S; data are outside the
buffer applied to S, features, changes are considered as the
actual additions. If the old features from the S, data are outside
the buffer of the S; features, changes are considered as the
actual deletions.
3. CASE STUDY I: WATER BODY AREA
EXTRACTION FROM LANDSAT 7 IN NORTHERN
CANADA
The Landsat 7 ETM+ ortho-images of 15m and 30m spatial
resolutions constitute the image layer of the Canadian national
data framework. Under the Geomatics for Northern
Development Program of the Earth Sciences Sector (ESS) of
NRCan, particular attention has been given to the mapping of
Northern Canada both for the completion of the 1:50 000 scale
coverage and for the updating of existing decades-old data.
Water body areas, such as lakes and rivers are the most
' predominant features in this northern region of the country. The
plethora of water bodies covering the northern areas
necessitates the need for rapid approaches for their recognition
and extraction. A common approach to automatically extract
water bodies is by using land cover supervised or unsupervised
classification. However, the existence of other features with
similar reflectance, such as glaciers, ice caps, wetlands and
shadowing from the mountainous terrain leads to low
separability of the thematic classes and increases the confusion
level of the results. This results in low accuracy classification
and low reliability requiring afterwards significant amounts of
interactive editing.
A semi-automated approach for the extraction of water features
from Landsat 7 ETM+ imagery has been applied based on
image processing and GIS tools combined with a spatial
constraint. The approach is based on the principle of
determining and establishing conditions that uniquely
characterized the water bodies in order to increase the success
of recognizing and extracting these particular features from the
Landsat 7 ETM+ imagery. The conditions established are based
614
on: a) the spectral properties (digital numbers) of the water
bodies as they recorded in the various bands, b) the notion that
water bodies are located in areas with zero or minimum terrain
slope, and c) the intersection of conditions-derived spatial
layers using the AND Boolean operator.
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fe tt née se
v A 4 e
Ca. PAR. MR a ru. date
Figure 2: ISODATA
clustering using Landsat 7
bands 4,5,7.
Figure 1: Thresholding on
Landsat 7 band 5.
Figure 4: Terrain constraint
Figure 3: Spatial intersection 4:
(slope between 0-4 degrees).
of thresholding output and
water class from ISODATA.
Figure 6: Commission and
omission error areas (shown
in orange).
Figure 5: Extracted water
bodies.
The water bodies recognition and extraction approach is based
on the application of threshold, spectral, spatial and Boolean
operators. First the image was edge sharpened. A thresholding
operation was applied on the band 5 based on initial reading of
the digital numbers of sample of water bodies and the band
histogram followed by a median filter for noise reduction (Fig
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Figure