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Rapid Assessment for Resilient Recovery and ... - GFDRR

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systematically analyzed using accepted international methods of dam portfolio risk assessment.<br />

There is also an urgent need <strong>for</strong> a good river-reservoir optimization model <strong>and</strong> a<br />

flood early warning model with improved weather <strong>for</strong>ecasting.<br />

Behind the Floods<br />

Over the course of the monsoon<br />

season from June to October 2011,<br />

Thail<strong>and</strong> experienced floods due to<br />

heavy rainy in the mountains to the<br />

north. The total rain <strong>for</strong> July, August<br />

<strong>and</strong> September was about 1,156<br />

mm – the highest amount of rain<br />

recorded since recordkeeping began<br />

in 1901. The probability of such a<br />

rainy event has been estimated at 1<br />

in 250 years.<br />

Figure 4: The observed quantity of rain in July, August <strong>and</strong><br />

September in northern Thail<strong>and</strong><br />

Source: GPCC v5 analysis 1901–2009, monitoring/first<br />

guess analysis 2010–2011. From: knmi.nl accessed<br />

November 2011.<br />

This high-intensity rainy generated<br />

unprecedented flood peaks in<br />

Figure 5: Extremes statistic of rainfall in July, August <strong>and</strong><br />

the Chao Phraya River Basin near<br />

September in northern Thail<strong>and</strong>.<br />

Nakhon Sawan of about 4,686 m 3 /s Under the assumption that the climate does not change,<br />

against the maximum river capacity the return period of the quantity rain as measured in<br />

of 3,500 m 3 2011 is higher than 250 years (upper green line of the<br />

/s (figures 4 <strong>and</strong> 5).<br />

95% reliability interval). The middle green line indicates<br />

the extrapolation of the observations over 1901–2010,<br />

Based on the current river discharge the blue line indicates the value of 2011.<br />

it has been estimated that the 2011<br />

flood event is a 1 in 50–100 year<br />

event. However, there is a need <strong>for</strong><br />

further analysis. The preferred<br />

approach would be to analyze rain<br />

level statistics <strong>for</strong> the entire Chao<br />

Phraya catchment <strong>and</strong> translate<br />

these into discharge <strong>and</strong> overl<strong>and</strong><br />

flow volumes by means of a hydrological<br />

model of the river catchment.<br />

There is also a need <strong>for</strong> a flood risk<br />

analysis including the quantification of<br />

probabilities of rainy, river discharge<br />

<strong>and</strong> sea water level, as well as their<br />

influence on water levels in the river/drainage system <strong>and</strong> on inundation depths in the city<br />

of Bangkok.<br />

THAI FLOOD 2011 RAPID ASSESSMENT FOR RESILIENT RECOVERY AND RECONSTRUCTION PLANNING<br />

77

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