“…Since then, flood damage assessment methods were developed in many countries with different complexity and purposes like the "manual of assessment techniques" published by Penning-Rowsell and Chatterton (1977) as the first application in Europe. Currently, most damage models still use inundation depth as the main impact parameter (see e.g., Merz et al, 2010;Jongman et al, 2012 for an overview), but some models also integrate additional parameters like flow velocity (e.g., Schwarz and Maiwald, 2007;Pistrika and Jonkman, 2010), contamination (e.g., Kreibich and Thieken, 2008;Prettenthaler et al, 2010), the duration of flooding (e.g., Dutta et al, 2003;Penning-Rowsell et al, 2005) or the recurrence interval (e.g., Elmer et al, 2010). With regard to the consideration of different resistance parameters, the majority of damage models differentiates between the use or type of building (e.g., Oliveri and Santoro, 2000;Dutta et al, 2003;Kang et al, 2005;Büchele et al, 2006;Schwarz and Maiwald, 2007;Kreibich and Thieken, 2008;Thieken et al, 2008).…”