Geoinformation for Disaster and Risk Management - ISPRS
Geoinformation for Disaster and Risk Management - ISPRS
Geoinformation for Disaster and Risk Management - ISPRS
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Figure 6: Variations of the horizontal position during a representative day. Depicted are the<br />
15min. solutions of SN #3 where all outliers are eliminated <strong>and</strong> the gaps are closed.<br />
Figure 7a: Medium-term trend of SN #2 (moving average filter of 6 hours between February<br />
<strong>and</strong> December 2009). Even small movements (in downhill direction) are quite clear. The<br />
estimated movement rates of the slide from <strong>for</strong>mer sporadic measurements are at the order of<br />
2cm per year which can be confirmed by the developed system. However, small gaps due to<br />
system breakdown <strong>and</strong> other failures in March <strong>and</strong> December can also be seen.<br />
Figure 7b: Medium-term trend of SN #3 (moving average filter of 6 hours between February<br />
<strong>and</strong> December 2009). For interpretation see text at Fig7a.<br />
In order to predict long term trends of the<br />
de<strong>for</strong>mation process the use of longer filter intervals,<br />
e.g. 6 hours, is applicable. Referring to Fig. 7a <strong>and</strong> 7b<br />
even small movements are clearly become visible,<br />
e.g. in springtime under the influence of snow melt<br />
(April May) or periods of heavy rainfall (which<br />
occurred at the end of June 2009 in the Alps).<br />
The depicted results of the LC PDGNSS monitoring<br />
system <strong>and</strong> especially the fact that measuring data is<br />
available in near real-time with a high spatialtemporal<br />
resolution, allows further geological<br />
assessment <strong>and</strong> interpretation of the l<strong>and</strong>slide. In<br />
combination with data from other systems (e.g. TDR,<br />
video-tacheometer <strong>and</strong> weather station at<br />
Aggenalm) an additional benefit <strong>for</strong> geo-mechanical<br />
models <strong>and</strong> prediction of collapse can be obtained by<br />
an integrative analysis. In contrast to relative<br />
measurement methods such as TDR in boreholes or<br />
extensometers <strong>for</strong> the surveillance of cleavings,<br />
PDGNSS provides absolute 3D positions allowing<br />
reliable statements about absolute motions <strong>and</strong> the<br />
precise direction in space. The developed LC PDGNSS<br />
monitoring component there<strong>for</strong>e can be seen as a<br />
key system <strong>for</strong> economic l<strong>and</strong>slide monitoring.<br />
However, further ef<strong>for</strong>t has to be made to increase<br />
reliability <strong>and</strong> accuracy. The actual work<br />
concentrates on a comprehensive quality<br />
management <strong>and</strong> on developing additional<br />
processing <strong>and</strong> estimation procedures within the<br />
CCA.