Metodología para el análisis y la reducción del riesgo de inundaciones: aplicación en la Rambla del Poyo (Valencia) usando medidas de "retención de agua en el territorio".

On the Influence of the Main Floor Layout of Buildings in Economic Flood Risk Assessment: Results from Central Spain

“…In the case of functions where the percentage of damage became asymptotic around a given flow depth value, the variations in that percentage associated with the topographic scenarios proposed were minor. An example of the above (Figure 6) would be the magnitude-damage functions related to countries such as the United Kingdom, Switzerland and the USA, or those proposed by Salazar Galán [35]. The characteristics of the magnitude-damage function used had a clear influence on the damage percentage variation, both in the maximum flow depth considered (ranging from 2 m to more than 5 m), and in the maximum percentage of damage associated with these depths (which varied from percentages slightly higher than 40% to percentages of 100%).…”

“…In the case of functions where the percentage of damage became asymptotic around a given flow depth value, the variations in that percentage associated with the topographic scenarios proposed were minor. An example of the above (Figure 6) would be the magnitude-damage functions related to countries such as the United Kingdom, Switzerland and the USA, or those proposed by Salazar Galán [35].…”

“…The ensemble of magnitude-damage functions used [21,[32][33][34][35][36] and their characteristics (for USACE functions, Type I = one storey with basement, Type II = one storey without basement, Type III = two storeys with basement and Type IV = two storeys without basement) are shown in Table 1. There were 11 damage estimation models (proposed for different countries or regions), consisting of 28 magnitude-damage functions (Figure 1).…”

Cartografía de inundaciones en España

“…Entre los mapas de riesgo económico, además de los mencionados derivados del PATRICOVA, destacar los incluidos en el estudio de la Rambla del Poyo (Francés et al, 2001;Salazar, 2013), las dependencias del edificio Sabatini en Toledo (Mora y Díez, 2008), y los núcleos urbanos de Navaluenga (Ballesteros-Cánovas et al, 2013), Arenas de San Pedro (Ruiz-Villanueva et al, 2014) y Pajares de Pedraza (Alvarenga, 2013;Garrote et al, 2014;Bernal Ló-pez, 2016) (vid. figura 7).…”

Evaluation of the risk due to fluvial flooding in vehicles and road infrastructures at basin scale

“…The basin covers 430 km². Its slope varies between 16% at the highest point and 2% in the lowest part, where flash flooding occasionally occurs in autumn months (Salazar, 2013). This municipality has a drainage network made up of several intermittent water currents that flow westerly-easterly of a torrential nature, with maximum flows in spring and autumn (Terrasa et al, 2018).…”