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Flood frequency analysis of historical flood data under stationary and non stationary modelling

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Figure

Figure 1. The Tagus River basin in the Iberian Peninsula. (a) Lo-cation of the historical and instrumental records used; (b) rela-tionship between the annual flood peak discharge at Aranjuez andthe corresponding month value of the NAO index
Figure 2. Above: Royal Palace of Aranjuez with a view of the TagusRiver and gardens painted by Antonio Joli, ca
Figure 3. Reconstructed flood record in Aranjuez during the histor-ical period (1557–1912) and annual maximum flood series duringthe instrumental periods (1913–2008), with vertical bars showingthe peak discharge
Figure 4. (a) Poisson test on the time flood process in the Aran-juez record for the period 1780–1956, for floods exceeding a dis-charge threshold of 350 m3 s−1
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