Academia.eduAcademia.edu

Outline

Towards real-time landslide risk management in an urban area

2005

https://doi.org/10.1201/9781439833711-66

Abstract

With an average annual rainfall in the range 1200mm 1800mm, landslides in Wollongong are triggered by periods of prolonged heavy rainfall. During such events, real-time pore water pressure, slope movement and rainfall data can be extremely useful for risk assessment and emergency management. A network of continuously monitored real-time landslide field stations has been established in Wollongong. This network will facilitate risk management operations, enhance our understanding of landslide triggering mechanisms and improve quantitative assessment of landslide hazard. Four stations have been established and additional stations are proposed. Data collection and management is fully automated yet manually accessible as required. The major benefit of this system is the accessibility and availability of fully automated graphical output via the web immediately as the data is received from the field stations. The widespread accessibility of this information in near real-time has clear bene...

References (8)

  1. Chowdhury, R, Flentje, P. and Hayne, M and Gordon, D., 2002. Strategies for Quantitative Landslide Hazard As- sessment. Proceedings of the International Conference on Instability -Planning and Management. Conference, edi- tors: RG McInnes and Jenny Jakeways, May 2002, Isle of Wight, UK, Thomas Telford, London, UK, pp 219-228.
  2. Chowdhury, R. and Flentje, P., 2002b. Keynote Address - Modern Approaches for Assessment and Management of Urban Landslides. Proceedings of the 3 rd International Con- ference on Landslides, Slope Stability and the Safety of In- frastructures. July 11 -12, Singapore. CI-Premier Confer- ence Organisation, pp 23 -36.
  3. Flentje, P. (1998). Computer Based Landslide Hazard and Risk Assessment. PhD Thesis, University of Wollongong, Australia.
  4. Flentje, P. and Chowdhury, R. N, 2001. Aspects of Risk Man- agement for Rainfall -Triggered Landsliding. Proceedings of the Engineering and Development in Hazardous Terrain Symposium, New Zealand Geotechnical Society Inc. Uni- versity of Canterbury, Christchurch, New Zealand. The In- stitution of Professional Engineers New Zealand. August 24-25, pp 143-150.
  5. Hendrickx, M., Wilson, R., Moon, A., Stewart I. & Flentje, P. in prep. Slope hazard assessment on a coast road in New South Wales, Australia.
  6. Ko Ko, C., 2001. Landslide Hazard and Risk Assessment Along a Railway Line, Ph.D. thesis, University of Wollon- gong, New South Wales, Australia
  7. Ko Ko, C., Flentje, P and Chowdhury, R., 2004. Interpretation of Probability of landsliding triggered by rainfall. Land- slides, Volume 1, Number 4, December, pp. 263 -275. Springer.
  8. Pedrozzi, G., 2004. Triggering of landslides in canton Ticino (Switzerland and prediction by the rainfall intensity and du- ration method. Bulletin of Engineering Geology and the Environment. Volume 63, Number 4, pp. 281 -291.