Checking for non-preferred file/folder path names (may take a long time depending on the number of files/folders) ...
This resource contains some files/folders that have non-preferred characters in their name. Show non-conforming files/folders.
This resource contains content types with files that need to be updated to match with metadata changes. Show content type files that need updating.
| Authors: |
|
|
|---|---|---|
| Owners: |
|
This resource does not have an owner who is an active HydroShare user. Contact CUAHSI (help@cuahsi.org) for information on this resource. |
| Type: | Resource | |
| Storage: | The size of this resource is 162 bytes | |
| Created: | Feb 08, 2023 at 10:44 p.m. | |
| Last updated: | Feb 08, 2023 at 10:47 p.m. | |
| Citation: | See how to cite this resource |
| Sharing Status: | Public |
|---|---|
| Views: | 197 |
| Downloads: | 146 |
| +1 Votes: | Be the first one to this. |
| Comments: | No comments (yet) |
Abstract
This study explores the potential of integrating state-of-the-art physically based hydrogeological modeling into slope stability simulations to identify the hydrogeological triggers of landslides. Hydrogeological models considering detailed morphological, lithological, and climatic factors were elaborated. Groundwater modeling reveals locations with elevated pore water pressures in the subsurface and allows the quantification of temporal dynamics of the pore water pressures. Results of the hydrogeological modeling were subsequently applied as boundary conditions for the slope stability simulations. The numerical models illustrate that the hydrogeological impacts affecting hillslope stability are strongly controlled by local groundwater flow conditions and their conceptualization approach in the hydrogeological model. Groundwater flow itself is heavily influenced by the inherent geological conditions and the dynamics of climatic forcing. Therefore, both detailed investigation of the landslide's hydrogeology and appropriate conceptualization and scaling of hydrogeological settings in a numerical model are essential to avoid an underestimation of the landslide risk. The study demonstrates the large potential in combining state-of-the-art computational hydrology with slope stability modeling in real-world cases.
Subject Keywords
Coverage
Spatial
Content
Additional Metadata
| Name | Value |
|---|---|
| DOI | 10.1007/s10346-018-1038-5 |
| Depth | 70 |
| Scale | < 10 km² |
| Layers | 10 |
| Purpose | Subsidence;Slope stability |
| GroMoPo_ID | 188 |
| IsVerified | False |
| Model Code | Hydrogeosphere |
| Model Link | https://doi.org/10.1007/s10346-018-1038-5 |
| Model Time | 2014-2015 |
| Model Year | 2018 |
| Model Authors | Kukemilks, K; Wagner, JF; Saks, T; Brunner, P |
| Model Country | Latvia |
| Data Available | Report/paper only |
| Developer Email | kukemilks.karlis@inbox.lv; wagnerf@uni-trier.de; tomas.saks@unifr.ch; philip.brunner@unine.ch |
| Dominant Geology | Model focuses on multiple geologic materials |
| Developer Country | Germany; Switzerland |
| Publication Title | Physically based hydrogeological and slope stability modeling of the Turaida castle mound |
| Original Developer | No |
| Additional Information | Model of both groundwater flow and slope stability to better understand dynamics related to landslides around a historic castle in Latvia. |
| Integration or Coupling | Slope Stability |
| Evaluation or Calibration | Dynamic water levels |
| Geologic Data Availability | No |
How to Cite
This resource is shared under the Creative Commons Attribution CC BY.
http://creativecommons.org/licenses/by/4.0/
Comments
There are currently no comments
New Comment