2016
DOI: 10.1007/s11069-016-2297-x
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Establishing rainfall frequency contour lines as thresholds for rainfall-induced landslides in Tegucigalpa, Honduras, 1980–2005

Abstract: In this paper, a method to derive rainfall thresholds based on the relationship between daily and the antecedent rainfall up to 6 days prior to landslide occurrence is proposed for the analysis of 134 landslide days in Tegucigalpa, Honduras, during the years 1980-2005. Based on a simple graphical procedure, rainfall frequency contour lines have been drawn in the daily versus antecedent rainfall plots to connect rainfall combinations relatively having the same frequency of occurrence. A two-bound threshold has … Show more

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Cited by 20 publications
(5 citation statements)
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References 39 publications
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“…This relation of daily rainfall and antecedent rainfall are expressed in percent or ratio. For instance, Dahal and Hasegawa (2008) carried out the relation of daily rainfall of landslides and the cumulative rainfall before landslides (3,7,10,14,20, and 30 days) to recognise the factor of the antecedent parameter. The diagonal line is plotted on the graph to determine the axis biased of the scattering in between the selected antecedent rainfall and daily rainfall and indicated the rainfall at the same value at the time of failure.…”
Section: Daily Rainfall Versus Antecedent or Vice Versamentioning
confidence: 99%
“…This relation of daily rainfall and antecedent rainfall are expressed in percent or ratio. For instance, Dahal and Hasegawa (2008) carried out the relation of daily rainfall of landslides and the cumulative rainfall before landslides (3,7,10,14,20, and 30 days) to recognise the factor of the antecedent parameter. The diagonal line is plotted on the graph to determine the axis biased of the scattering in between the selected antecedent rainfall and daily rainfall and indicated the rainfall at the same value at the time of failure.…”
Section: Daily Rainfall Versus Antecedent or Vice Versamentioning
confidence: 99%
“…On the basis of total daily rainfall data at the central point, the amount of previous days was aggregated to each day, that is, accumulating the rainfall of the antecedent days. The number of days to be considered depends on the characteristics of the terrain and climate, which may vary widely depending on the local settings (Wieczorek, 1987;Crozier, 1999;Glade et al, 2000;Aleotti, 2004;Guzzetti et al, 2007;Li et al, 2011;Garcia-Urquía, 2016;Ma et al, 2016). For shallow landslides in slopes covered by permeable colluvium, where the interstitial pressure dissipates rapidly, the antecedent rainfall should not be so important, since the rainfall itself generates the hydrological conditions required for instability (Mateos et al, 2012).…”
Section: Rainfall Data and Proceduresmentioning
confidence: 99%
“…On the basis of total daily rainfall data in the central point, the amount of previous days was aggregated to each day, that is, accumulating the rainfall of the antecedent days. The number of days to be considered depends on the characteristics of the terrain and climate, which may vary widely depending on the local settings (Wieczorek, 1987;Crozier, 1999;Glade et al, 2000;Aleotti, 2004;Guzzetti et al, 2007;Li et al, 2011;Zêzere et al, 2015;Garcia-Urquía, 2016;Ma et al, 2016). For shallow landslides in slopes covered by permeable colluvium, where the interstitial pressure dissipates rapidly, the antecedent rainfall is not so important, since the rainfall itself generates the hydrological conditions required for instability (Mateos et al, 2012).…”
Section: Rainfall Data and Proceduresmentioning
confidence: 99%