Blog List

Monday, 27 March 2017

EARLY WARNING OF RAINFALL-INDUCED LANDSLIDES AND DEBRIS FLOWS ON MT. BAWAKARAENG, SOUTH SULAWESI,INDONESIA

Author
Hasnawir Hasnawir

Abstract


Rainfall thresholds that form the basis of the landslide warning systems now exist for a few areas in Indonesia. Based on analysis of historical data, threshold performance varies according to precipitation characteristics,  and threshold  exceed corresponds  to a given probability  of  landslide occurrence. Early warnings of landslides and debris flows that include specific information about affected areas, probability of landslide and debris flow occurrence, and expected timing are technically feasible as illustrated by a case study made on Mt. Bawakaraeng, South Sulawesi, Indonesia. Records from 1997 to 2007 of rainfall data and history of landslides and debris flows were collected from the Ministry of Public Works of the government of Indonesia. The threshold, as defined by the lower boundary of the points representing landslides and debris-triggering rainfall events, is expressed by the equations I= 41.85D-0,85  before the large scale landslide on March 26, 2004 and = 37.71D-0,90after the large scale landslide, where is the rainfall intensity (mm/hr) and is the duration of rainfall (hr). According to empirical threshold analysis, the regression curve can be considered as a reliable rainfall intensity- duration threshold for the study area, above which, landslide or debris flow event may occur.

Keywords


Early warning; landslide and debris flow; rainfall thresholds; Mt. Bawakaraeng

Full Text:

PDF

References


Aleotti, P. (2004). A warning system of rainfall induced shallow failure. Engineering Geology, 73, 247-265.
Caine, N. (1980). The rainfall intensity-duration control of shallow landslides and debris flows. Geografiska Annaler, 62A, 23-27.
Campbell, R. H. (1975). Soil slips, debris flows, and rainstorms in the Santa Monica Mountains and vicinity, Southern California. U.S. Professional Paper Geological Survey, 851, 1-20.
Cancelli, A., & Nova, R. (1985). Land slides in soil debris cover triggered by rainstorms in Valtellina (Central Alps - Italy). Proc. IV international conference and field workshop on landslides, Tokyo, August 1985, (pp. 267-272).
Cannon, S. H., & Ellen, S. D. (1985). Rainfall conditions for abundant debris avalanches, San Francisco Bay region, California. Geology, 38, 267-272.
Ceriani, M., Lauzi, S., & Padovan, N. (1992). Rainfall and landslides in the Alpine area of Lombardia Region, central Alps, Italy. Proceedings Interpraevent Int. Symp, Bern, 2, (pp. 9-20).
Cotecchia, V. (1978). Systematic reconnaissance mapping and registration of slope movements. Bulletin of the International Association of Engineering Geology, 17, 5-37.
Crosta, G. (1998). Regionalization of rainfall threshold: an aid to landslide hazard evaluation. Environmental Geology, 35, 131-145.
Crosta, G., & Frattini, P. (2001). Rainfall thresholds for triggering soil slips and debris flow. Proc. of EGS 2nd Plinius Conference 2000, Mediterranean Storms, Siena, (pp. 463-488).
Crozier, M. J. (1997). The climate-landslide couple: a southern hemisphere perspective. In J. A. Matthews, D. Brunsden, B. Frenzel, B. Glaeser, & M. M. Weiss (Eds.), Rapid mass movement as a source of climatic evidence for the Holocene (pp. 333-354). Stuttgart: Gustav Fischer Verlag.
Crozier, M. J. (1999). Prediction of rainfall triggered landslides: a test of the antecedent water status model. Earth Surface Processes and Landforms, 24, 825-833.
Dahal, R. K., & Hasegawa, S. (2008). Representative rainfall thresholds for landslides in the Nepal Himalaya. Geomor phology, 100, 429-443.
FAO. (2001). World Soil Resources Reports. Rome: Food and Agriculture Organization of the United Nations.
Giannecchini, R. (2006). Relationship between rainfall and shallow landslides in the Southern Apuan Alps (Italy). Natural Hazards of Earth System Science, 6, 357-364.
Glade, T., Crozier, M., & Smith, P. (2000). Applying probability deter mination to ref in e landslide-triggering rainfall hresholds using an empirical Antecedent Daily Rainfall Model. Pure and Applied Geophysics, 157, 1059-1079.
Guzzetti, F., Cardinali, M., Reichenbach, P., Cipolla, F., Sebastiani, C., Galli , M., et al. (2004). Landslides triggered by the 23 November 2000 rainfall event in the Imperia Province, Western Liguria, Italy. Engineering Geology, 73, 229-245.
Hasnawir, & Kubota, T. (2009). Analysis for early warning of sediment-related disaster in Mt. Bawakaraeng caldera, South Sulawesi, Indonesia. Journal of the Japan Society of Erosion Control Engineering, 62(4), 38-45.
Hazama-Brantas J.O. (2007). Bawakaraeng urgent sediment control project, flood report on February 16, 2007.
Hiura, H., Kaibori, M., Suemine, A., Yokoyama, S., & Murai, M. (2005). Sediment related disasters generated by typhoons in 2004. In K. Senneset, K. Flaate, & J. O. Larsen (Eds.), Landslides and Avalanches ICFL 2005 Norway (pp. 157-163).
Hong, Y., Hiura, H., Shino, K., Sassa, K., Suemine, A., Fukuoka, H., et al. (2005). The influence of intense rainfall on the activity of large-scale crystalline schist landslides in Shikoku Island, Japan. Landslides, 2(2), 97-105.
Jakob, M., & Weatherly, H. (2003). A hydroclimatic threshold for landslide initiation on the North Shore Mountains of Vancouver, British Columbia. Geomorphology, 54, 137-156.
Kim, S. K., Hong, W. P., & Kim, Y. M. (1991). Prediction of rainfall triggered landslides in Korea. In D. H. Bell (Ed.), Landslides (Vol. 2, pp. 989-994). Rotterdam: A.A. Balkema.
Larsen, M. C., & Simon, A. (1993). A rainfall intensity-duration threshold for landslides in a humid-tropical environment, Puertorico. Geografiska Annaler, 75, 13-23.
Li, T., & Wang, S. (1992). Landslide Hazards and Their Mitigation in China. Beijing: Science Press.
Ministry of Public Works-Indonesia. (2005). Report on urgent survey for consulting engineering ser vices of Bawakaraeng urgent sediment control project the most urgent components. Ministry of Public Works-Indonesia.
Montgomery, D. R., & Dietrich, W. E. (1994). A physically based model for the topographic control on shallow landsliding. Water Resources Research, 30, 1153-1171.
Neary, D. G., & Swift Jr, L. W. (1987). Rainfal thresholds for triggering a debris avalanching event in the Southern Appalachian Mountains. In J. E. Costa, & G. F. Wieczorek (Eds.), Debris flow, avalanches: process, recognition, and mitigation Geol Soc Am Rev Engineering Geology (Vol. 7, pp. 81-92).
Pomeroy, J. S. (1984). Stor m-induced slope movements at East Brady, Northwestern Pennsylvania, U.S. Geological Survey Bulletin, 1618, 16 p.
Rahardjo, H., Li, X. W., Toll, D. G., & Leong, E. C. (2001). The effect of antecedent rainfall on slope stability. Geotechnical and Geological Engineering, 19, 371-399.
Sukamto, R., & Supriatna, S. (1982). Geological Map of the Ujung Pandang, Bantaeng and Sinjai Quadrangles, Sulawesi. Bandung, Indonesia: Geological Research and Development Centre.
Terlien, M. T. J. (1998). The determination of statistical and deterministic hydrological landslide-trigegering thresholds. Environmental Geology, 35, 124-130.
Tsuchiya, S., Koga, S., Sasahara, K., Matsui, M., Nakahiro, M., Watanabe, F., et al. (2004). Reconnaissance of the gigantic landslide occured on Mt. Bawakaraeng in the South Sulawesi State of Indonesia and ustable debris sedimentation (prompt report). Journal of the Japan Society of Erosion Control Engineering, 57(3), 40-46.
Wieczorek, G. F. (1987). Effect of rainfall intensity and duration on debris flows in central Santa Cruz Mountains, California. In G. Crosta, & G. F. Wieczorek (Eds.), Debris Flows/Avalanches: Processes, Recognition and Mitigation, Geological Society of America, Reviews in Engineering Geology (Vol. 7, pp. 93-104).
Wieczorek, G. F. (1996). Landslide triggering mechanisms. In A. K. Turner, & R. L. Schuster (Eds.), Landslides: Investigation and Mitigation, Transportation Research Board, Special Report (Vol. 247, pp. 79-79). Washington: National Research Council.
Wieczorek, G. F., Morgan , B. A., & Campbell., R. H. (2000). Debris flow hazards in the Blue Ridge of Central Virginia. Environmental and Engineering Geoscience, 6, 3-23.
Wilson, R. C., & Wieczorek, G. F. (1995). Rainfall threshold for the initiation of debris flow at La Honda, California. Environmental and Engineering Geoscience, 11, 11-27.
Wilson, R. C., Torikai, J. D., & Ellen, S. D. (1992). Development of rainfall warning thresholds for debris flows in the Honolulu District, Oahu (USGS Open File Report 92-521). US Geological Survey.
Yano, K. (1990). Studies on deciding rainfall threshold from warning and evacuating from debris flow disaster by improving the decision method of preceding rainfall. Journal of Japan Erosion Control Society, 43 (4), 3-13 (in Japanese with English abstract).
Yatabe, R., Yagi, N., & Enoki, M. (1986). Prediction of slope failure based on the amount of rainfall. Japanese Society of Civil Engineers, 376, 297-305 (in Japanese).

DOI: http://dx.doi.org/10.20886/ijfr.2013.10.1.1-10

For further details log on website :
http://ejournal.forda-mof.org/ejournal-litbang/index.php/IJFR/article/view/14

No comments:

Post a Comment

Advantages and Disadvantages of Fasting for Runners

Author BY   ANDREA CESPEDES  Food is fuel, especially for serious runners who need a lot of energy. It may seem counterintuiti...