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ALPMON FINAL REPORT - ARC systems research

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Contract ENV4-CT96-0359 <strong>ALPMON</strong><br />

3.3.1 Set-up and harmonisation of parameters<br />

The set-up of the parameters was carried out using a comprehensive list of single parameters and the<br />

respective classes. As the requirements of the national customers were used as input for the<br />

parameter set-up, the used level of detail ensures, that all requirements of the local customers could<br />

be met. The use of single parameters instead of predefined landuse-classes enables the flexible<br />

assignment of parameter classes to user-oriented classes.<br />

The requirements of the Alpine Monitoring System (AMS) of the Alpine Convention were included only<br />

partially in the parameter set-up, because only a first draft of AMS-indicators was available at that time.<br />

Therefore, <strong>ALPMON</strong> oriented the parameter set-up according to FIRS (EUR 16416). In some cases,<br />

AMS-indicators are fully addressed by <strong>ALPMON</strong> parameters. Some of the AMS-indicators deal with<br />

topics, which cannot be assessed with remote sensing alone. The AMS-indicators do not include the<br />

<strong>ALPMON</strong>-parameters 'crown coverage', 'vegetation coverage' and 'natural age class'. These<br />

parameters are of great importance to the protection function of the forest as well as for the planning of<br />

regeneration measures. The AMS-indicators do not address non-forest areas, which are included in<br />

<strong>ALPMON</strong>.<br />

As the collection of ground truth information in WP 4 proved, the parameter list can be used<br />

successfully. If the AMS-indicators were ready before the start of <strong>ALPMON</strong>, they would have been<br />

considered completely.<br />

3.3.2 Collecting of ground information and verification of classification results<br />

Work packages WP4 Ground Truthing and WP10 Verification are summarised collectively, as they are<br />

interrelated closely. The verification of classified satellite data is very much dependent on the<br />

reference, with which the verification is done. The classification accuracy, which results from the<br />

verification, is dependent on how the reference is sampled, its spatial distribution and its<br />

representativity of the categories of interest. Since WSL co-ordinated these two packages, they are<br />

evaluated together.<br />

Ground truth information (WP4) was collected by all partners on the basis of infrared aerial<br />

photographs, which were additionally verified with field surveys. This approach was recommended for<br />

supporting the delineation of suitable training areas for the digital classification and for verification. The<br />

parameters set up in WP 3 were applied successfully. It must be stated that the applied sampling<br />

strategies for ground truth information differed from partner to partner, which directly influences the<br />

outcome of the verification. Subjectivity is induced by the choice of reference data sampling size and<br />

strategy (Smits et al., 1999).<br />

The verification (WP10) of classified satellite data varied somewhat from partner to partner. During the<br />

Partner Meetings in Freiburg (December 1998) and Munich (June 1999), it was decided to carry out<br />

pixel- and stand-wise verification. In general, better statistical accuracy measures were produced for<br />

the stand-wise verification method. Exceptions arose due to the selectively small number of stands<br />

available.<br />

3.3.3 Geocoding<br />

The integration of different sensors and the connection of the remote sensing data to ancillary<br />

information of <strong>ALPMON</strong> put high demands on the geometric accuracy of these data. Thus, the<br />

geometry of the satellite images had to meet extremely strict requirements, firstly, because the data<br />

obtained with different <strong>systems</strong> were classified multi-sensorally and multi-temporally, and secondly,<br />

because the satellite images and the classifications subsequently derived from them had to be<br />

integrated with additional digital data in a geographical information system.<br />

To optimise the absolute geometric location accuracy of the geocoded image data, displacement<br />

errors caused by topographic relief have to be removed. Obviously, the amount of these errors varies<br />

from sensor to sensor, depending on the actual terrain elevation and on the sensor-specific imaging<br />

model. In the course of geocoding, these errors can be removed through the integration of a digital<br />

elevation model (DEM), i.e., the consideration of terrain relief information. This type of image data georeferencing<br />

is called terrain correction geocoding, which is the general equivalent to ortho-photo<br />

generation in classical photogrammetry.<br />

All the geocoding activities – except for Cordevole test site and partly Engadine test site – were carried<br />

out using the Remote Sensing Software Package Graz (RSG) of JR, implemented in ERDAS TM<br />

Imagine. This software was made available to the project partners. For the Cordevole test site Cartha<br />

JR, RSDE, ALU, LMU, Seibersdorf, WSL 75

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