Journal
GEOMATICS NATURAL HAZARDS & RISK
Volume 13, Issue 1, Pages 686-704Publisher
TAYLOR & FRANCIS LTD
DOI: 10.1080/19475705.2022.2041108
Keywords
Debris flow; detection; forecasting; thresholds; monitoring
Funding
- NERC [NE/P000010/1, NE/T00567X/1, NE/T005653/1]
- Research England
- Transport Scotland
- Scottish Road Research Board (SRRB)
Ask authors/readers for more resources
This study analyzes and quantifies shallow landslides on a slope in Scotland, finding that abrupt changes in rainfall trend, characterized by high-intensity and long duration rainstorms, trigger these landslides. The study also proposes new rainfall thresholds for hazard alerts and demonstrates the use of low-cost sensors for real-time monitoring and notification of slope instability and landslides.
Rapid shallow landslides are a significant hillslope erosion mechanism and limited understanding of their initiation and development results in persistent risk to infrastructure. Here, we analyse the slope above the strategic A83 Rest and be Thankful road in the west of Scotland. An inventory of 70 landslides (2003-2020) shows three types of shallow landslide, debris flows, creep deformation, and debris falls. Debris flows dominate and account for 5,350 m(3) (98%) of shallow-landslide source volume across the site. We use novel time-lapse vector tracking to detect and quantify slope instabilities, whilst seismometers demonstrate the potential for live detection and location of debris flows. Using on-slope rainfall data, we show that shallow-landslides are typically triggered by abrupt changes in the rainfall trend, characterised by high-intensity, long duration rainstorms, sometimes part of larger seasonal rainfall changes. We derive empirical antecedent precipitation (>62 mm) and intensity-duration (>10 h) thresholds over which shallow-landslides occur. Analysis shows the new thresholds are more effective at raising hazard alerts than the current management plan. The low-cost sensors provide vital notification of increasing hazard, the initiation of movement, and final failure. This approach offers considerable advances to support operational decision-making for infrastructure threatened by complex slope hazards.
Authors
I am an author on this paper
Click your name to claim this paper and add it to your profile.
Reviews
Recommended
No Data Available