Fig. 8. Inundation limits at (a) no.
According to the interview (13 in Fig. 3), inundation with PDCs ended before 12 15.
Figure 13 Inundation and salinity following Wilma-type storm in hindcast simulation and recent simulation (uncolored areas are not inundated).
Fig. 5 Inundation (flow depth) maps at Yenikapı coastal site considering the earthquake sources a PIN and b YAN.
Figure 6 Inundation and salinity simulated 18 September 1996, induced by synthetic Wilma-type storm with differing wind resolution.
It is estimated that at least 12 inundation events would be required to fill these failures based on the average net elevation change recorded for the 2011 event.
In this study, we validate a 2D inundation model for the purpose of flood exposure analysis at the river reach scale.
Fig. 2 Spatial temporal distribution of great earthquakes along the Nankai Trough (Ando 1975; Ishibashi and Satake 1998) Fig. 3 Inundation heights of tsunamis caused by historical earthquakes.
The main criteria, which are defined and weighted independently of the test-site, consist of: 1) building resistance condition, 2) inundation zone hazard and 3) sea-defense resistance condition (Omira et al. 2010) (Fig. 3).
Figure 5 Tinundationndation map obtained from the simulation of a short-to-medium-runout block-and-ash flow (SM-BAF) at Merapi Volcano showing the distribution of the maximum flow depths after 120 seconds (see text for explanation).
This paper describes an integrated methodology, which initially makes use of high resolution 2D inundation modeling and flood depth-dependent measure to evaluate the potential impact and risk of pluvial flash flood on road network in the city center of Shanghai, China.
