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Spatial interaction between collapsed pipes and landslides in hilly regions with loess‐derived soils
Authors:E Verachtert  M Van Den Eeckhaut  J Poesen  J Deckers
Institution:1. Department of Earth and Environmental Sciences, KU Leuven, , B‐3001 Heverlee, Belgium;2. Department of Transition Energy and Environment, Flemish Institute for Technological Research (VITO), , B‐2400 Mol, Belgium;3. Climate Risk Management Unit, Institute for Environment and Sustainability Joint Research Centre (JRC) ‐ European Commission, , Ispra, Italy
Abstract:While most studies focus on the effect of soil pipes on hillslope stability, this present study investigates the impact of landsliding on pipe development. It is hypothesized that poorly drained active and dormant landslides change the hillslope hydrology through (i) surface flow obstruction, by changing topography, as well as (ii) subsurface flow obstruction by tilting less‐permeable clay‐rich substrates. Hence, new preferential flow paths are created at reverse slopes within the landslide zone and at the boundary of the landslide, enhancing pipe formation. This study aims at a better understanding of the interaction between collapsed pipe (CP) occurrence and landslide (LS) occurrence in the Flemish Ardennes (Belgium) by comparing their respective spatial patterns. At least 24.5% of the 139 sites with CP were related to the occurrence of an observed LS. Poorly drained LS may create favourable conditions for pipe development. Outside LS, natural and anthropogenic (e.g. broken field drains, road drainage) causes may result in concentrated subsurface flow, resulting in pipe development. No evidence was found that pipe development enhanced LS, probably because the subsurface drainage discharge generated upslope of the LS is too low. Even when pipes become blocked, it is more likely that new pipes develop and new collapses occur than they trigger or reactivate LS. A conceptual model is presented summarizing all elements that influence piping erosion in the Flemish Ardennes, including the role of LS. Copyright © 2012 John Wiley & Sons, Ltd.
Keywords:piping  landslides  surface and subsurface flow obstruction  spatial analysis and susceptibility
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