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b The distribution of maximum water elevations at Domain B. c The distribution of maximum water elevations in Domain C.

Fig. 3 The tsunami source and distribution of maximum water elevations computed at the end of 90 min simulations by NAMI DANCE for tsunami sources PIN (left) and YAN (right).

The distribution of maximum water elevations in domains B and C at the end of the 90 min simulation and the tsunami sources PIN and YAN are presented in Fig. 3.

The wave input to domain D (1 m grid size) is simulated for a duration of 90 min, and all necessary tsunami parameters (mainly maximum water elevations, maximum current speed, maximum flow depth, and maximum fluxes) are computed separately for Yenikapı using NAMI DANCE.

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Fig. 4 Estimated rupture parameters for each segment of each source YAN, PIN, and CMN (left) and initial sea state in Domain B a, distribution of arrival time of first wave in Domain B b, distribution of maximum water surface elevation in Domain B and Domain C c after YAN, PIN, and CMN simulations (depth refers to focal depth).

If the spatial distribution of the maximum water surface elevation can be obtained, it can be regarded for a proxy of validation for typhoon modeling.

In an enclosed body of water, fetch is also defined as the distance between the points of minimum and maximum water-surface elevation.

Flooded area, flooding depth and surge intrusion length were computed by superimposing the predicted maximum water level information on a digital elevation model (DEM).

Maximum water deficit.

Average elevations of all plots containing older than first-year Populus deltoides subsp. monilifera seedlings in 2001 were 9.6 m above the maximum water level in that year and 21.8 m above the conservative 1621.5 m asl value for September 1 water level; in 2002, older seedlings were 7.5 m above the maximum and 19.5 m above the conservative September 1 level.

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