@phdthesis{Neuhaeuser2014,
  author    = {Neuh{\"a}user, Bettina},
  title     = {Landslide Susceptibility and Climate Change Scenarios in Flysch Areas of the Eastern Alps},
  url       = {http://nbn-resolving.de/urn:nbn:de:bvb:20-opus-108582},
  school      = {Universit{\"a}t W{\"u}rzburg},
  year      = {2014},
  abstract  = {The topic of the present study focuses on landslide susceptibility assessment in the Northern Vienna Forest by GIS-based, statistic-probabilistic and deterministic modelling. The study is based on two complementary approaches for integrated landslide susceptibility assessment, which is not limited to one single methodology and its inherent assumptions. A statistic-probabilistic method is applied to the whole region of the Northern Vienna Forest. This regional model investigates the basic disposition for landslides under consideration of controlling factors, which are persistent and more or less constant over time. A deterministic method is applied on a larger scale in a sub-study site of the Hagenbach Valley. These detailed models aim to investigate the variable disposition as a function of substrate wetness, which is in turn dependent on meteorological conditions. A main aspect of the work is the development of various wetness scenarios, which consider short-term weather phenomena, like heavy or long-lasting rainfall, but which also investigate the influence of meteorological and climate conditions on slope stability, which may vary in mid-term and long-term. Furthermore, the assessment of the effects of climate change on the disposition for landslides is a major aspect of the study. Hence, average changes in air temperature and precipitation as predicted by Regional Climate Models are incorporated into modelling. In this context, it is tested whether changes in substrate wetness and thus in slope stability can be identified and quantified as a consequence of changed climate conditions. As further objective shallow slope movements are incorporated into disposition modelling. According to geomorphological and sedimentological studies, these quaternary sediments are essential for slope formation in the Vienna Forest. In general, it is assumed that landslides primarily occur in weathered flysch sandstones rich in marl. Field-based surveys, however, identified shallow landslide activity in the quaternary sediments covering the flysch bedrock in wide areas. Therefore, the influence of these sediments on slope dynamics is studied in the present work within GIS-based slope stability models. The results of the statistic-probabilistic landslide susceptibility assessment provide information on the basic disposition of the Northern Vienna Forest for landslides. The resulting regional susceptibility map reveals that the Northern Zone, a tectonic unit in the north of the study area, has extensive areas with the highest degree of landslide susceptibility. In this overthrust area in transition to the Molasse Zone there are geological units which are highly susceptible to landslides. The "Wolfpassing Formation" and the "Calcareous Klippen" of the Northern Zone show significant landslide densities. These geological zones start in the north near St. Andr{\"a}-W{\"o}rdern and continue in south-western direction along the ridges of Tulbinger Kogel, Klosterberg, Frauenberg, and Eichberg. Statistical weighting carried out in the course of regional landslide susceptibility assessment provides information on the spatial relation between landslide processes and specific controlling factors. The modelling highlights the relevance of zones rich in clay within the flysch formations as controlling geofactor. The highest landslide susceptibility is calculated for the geological units, which contain layers of Gaultflysch rich in clay and shale. Furthermore, a close correlation between the distribution of landslides on the one hand and the spatial distribution of the fault system and nappe boundaries on the other hand is ascertained. Hence, the tectonic conditions can be seen as crucial controlling geofactor for landslide activity in the study area. In the proximity of drainage lines an increased landslide frequency is revealed. In combination with heavy rainfall, torrential discharge can occur in creeks and may cause instabilities in adjacent hillslopes. In addition, the model documents an enhancement of landslide susceptibility on north-west facing slopes. In comparison to meteorological data it is obvious that the north-west exposition corresponds to the prevailing wind direction of the study area. Therefore, north-west facing slopes might be exposed to enhanced advective rainfall amounts, which can increase substrate wetness and thus landslide susceptibility. The latter geofactors indicate the significance of meteorological and hydrological conditions for the occurrence of landslides in the study area. As described above, the regional assessment is based on controlling factors that are persistent over a long period of time and can therefore be considered as constant. On the contrary, the large-scale, physically based deterministic modelling investigates the disposition for landslides under variable humidity conditions in the substrate. In conclusion it can be stated that the disposition for slope instability is strongly varying in dependence of the humidity conditions in the substrate. A heavy rainfall event causes a drastic reduction of stable areas by 23\% compared to monthly average wetness conditions in summer (July). In summary the wetness scenarios demonstrate, that apart from short-term weather conditions, like long-lasting or heavy rainfall, the long-term-development of substrate moisture has impact on slope stability. The more persistent, seasonally fluctuating wetness conditions show measureable influence on slope stability: As a consequence of increased topographic wetness in the winter month February there is an increase of instable areas by 5\% in comparison with the summer month July. The modelling further revealed that quaternary sediments are more moisture sensitive and the influence of changing wetness conditions is stronger in these layers than in the bedrock. The results of modelling, which are based on climate change, indicate that a moderate change of slope stability on a monthly average is possible in comparison to the conditions of the climate normal period. An assumed average monthly temperature increase of 2°C in combination with a precipitation increase of 30\% in the winter months lead to an augmentation of recharge of 7\% in the model in comparison with the long-term average conditions. Due to this increased recharge, there is a slight increase of topographic wetness in the model. This wetness augmentation results in an extension of instable slope areas by 3\% and a reduction of the stable slope areas proportional to this extension. This slightly increased instability reduces critical triggering thresholds for single rainfall events meaning that even lower precipitation amounts or intensities can cause instabilities. In contrast to the winter months, the incorporation of forecasted climate change into the modelling reveals a reduction of instable slope areas in favour of stable areas in the summer scenario. The forecasted average air temperature increase of 2.5°C in combination with a reduction of the average monthly precipitation amount of 15\% drastically decreases substrate moisture. Consequently, instable slope areas are reduced by 11\% of the study area. This effect on slope stability in the model mainly results from the reduced monthly rainfall amounts, but also from increased evapotranspiration as a consequence of the increased air temperature causing reduced recharge amounts. However, in spite of the monthly decrease of precipitation amounts, precipitation intensities are probable to rise according to climate studies. In this context the results of the modelling indicate, that a drastic, short-term increase of landslide disposition due to heavy rainfall events has to be expected more frequently in summer. The results of the complementary methods are then assembled. Based on this synthesis the following conclusion can be drawn: The regional landslide susceptibility assessment yields that hillslopes with an inclination of 26° to 31° are highly landslide prone. The physically based models indicate that in this slope gradient range the presence of quaternary sediments is of major importance for landslides. Therefore, it can be concluded that a considerable portion of known landslides mapped in flysch actually occurred in quaternary sediments.},
  subject      = {Wienerwald},
  language  = {en}
}