Topographic Influence On Landslides Characteristics And Implication For Risk Management In Upper Manafwa Catchment, Mt Elgon Uganda

Abstract

This study aimed to characterize the topographic effect on landslides attributes and explore the implications on risk management in a tropical mountainous environment. A database was constructed based on landslide inventory from field surveys supplemented by desk research. The topographic parameters were derived from STRM DEM of a 30 m resolution for the study area. The analysis of the data was conducted in Arc GIS 10.5 environment. The relationship between landslides and topographic conditioning factors was analysed using the Frequency Ratio model. Results revealed that most landslides were distributed within the altitudinal range of 1500 to 1800m a.s.l. on moderately steep slopes (15 o -20 o ) in concave curvatures (hollows). Shallow slides mainly debris flows and debris slides were predominant. Most slope failures were initiated on mid to upper slope positions in either new or old scars. Some runout depositions of large slides ended in streams thus undermining water quality. The findings on topographic parameters have implications and yet landslide risk management by the local population was generally inadequate. Any efforts toward effective landslide risk management should prioritise greening the sensitive topographic hollows and old scars particularly on mid to upper slope positions.

Artificial intelligence approaches for spatial prediction of landslides in mountainous regions of western India

“…It can be seen that the topographical factors such as slope, TRI, and elevation exerted more influence on landslide occurrences compared to the categorical factors (lithology, soil, and geomorphology) in the study area. Researcher inferred that topographical variables are the most responsible for landslide incidents (Nakileza and Nedala, 2020;Arabameri et al, 2020). This is because of the topographical factors mainly slope angle which plays a key role in slope stability and controls the shear and normal strength on the plane of weakness.…”