2019
DOI: 10.5194/nhess-19-661-2019
|View full text |Cite
|
Sign up to set email alerts
|

Testing empirical and synthetic flood damage models: the case of Italy

Abstract: Abstract. Flood risk management generally relies on economic assessments performed by using flood loss models of different complexity, ranging from simple univariable models to more complex multivariable models. The latter account for a large number of hazard, exposure and vulnerability factors, being potentially more robust when extensive input information is available. We collected a comprehensive data set related to three recent major flood events in northern Italy (Adda 2002, Bacchiglione 2010 and Secchia … Show more

Help me understand this report
View preprint versions

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
2

Citation Types

7
111
1

Year Published

2020
2020
2024
2024

Publication Types

Select...
4
2
2

Relationship

0
8

Authors

Journals

citations
Cited by 89 publications
(119 citation statements)
references
References 69 publications
7
111
1
Order By: Relevance
“…Continental-scale models typically work with functions relating damage to water depth only (Alfieri et al, 2016a;de Moel et al, 2015;Winsemius et al, 2013), an approach 205 also adopted in this study. Although damage predictions may significantly improve from more complex damage models under some conditions (Schröter et al, 2014), the inclusion of more parameters does not necessarily give better results, especially not when data availability is scarce (Amadio et al, 2019). Therefore, we follow the recommendation of Schröter et al (2014) to quantify the uncertainty around our estimates, which is mainly determined by uncertainty about the flow 210 velocity.…”
Section: Estimating the Value Of Exposed Roadsmentioning
confidence: 99%
See 1 more Smart Citation
“…Continental-scale models typically work with functions relating damage to water depth only (Alfieri et al, 2016a;de Moel et al, 2015;Winsemius et al, 2013), an approach 205 also adopted in this study. Although damage predictions may significantly improve from more complex damage models under some conditions (Schröter et al, 2014), the inclusion of more parameters does not necessarily give better results, especially not when data availability is scarce (Amadio et al, 2019). Therefore, we follow the recommendation of Schröter et al (2014) to quantify the uncertainty around our estimates, which is mainly determined by uncertainty about the flow 210 velocity.…”
Section: Estimating the Value Of Exposed Roadsmentioning
confidence: 99%
“…2.3.4 The Huizinga reference curve A comprehensive set of depth-damage curves has been proposed by Huizinga et al (Huizinga, 2007;Huizinga et al, 2017), which has been applied in many studies (e.g. Albano et al, 2017;Amadio et al, 2019Amadio et al, , 2016Carisi et al, 2018;Dottori et al, 2018b;Jongman et al, 2012;Prahl et al, 2018). We used the 'EU-average curve' for road infrastructures (Huizinga, 2007) to compare to our new curves.…”
Section: Estimating the Value Of Exposed Roadsmentioning
confidence: 99%
“…Vulnerability is often represented in terms of stage-damage functions, also called damage functions in the literature, which are associated with a flood parameter, commonly water depth, a relative amount of loss or an absolute monetary loss. Vulnerability functions are often developed based on expert judgment [4][5][6], and sometimes they are derived from observed losses [7][8][9]. Recently also some physical laboratory models have been developed to better investigate the key damage mechanisms [10,11].…”
Section: Introductionmentioning
confidence: 99%
“…Other inundation parameters are also used in the literature to better define vulnerability such as flow velocity, presence of contamination, flood duration, etc., and they are usually based on large dataset and learning algorithms [7,8]. However, several uncertainties affect simulated inundation parameters which might alter the estimated losses [17,18].…”
Section: Introductionmentioning
confidence: 99%
“…65 These studies are carried out especially within the fields of pluvial and fluvial flooding (e.g. Ootegem et al (2015); Spekkers et al (2014); Merz et al (2004Merz et al ( , 2010; Amadio et al (2019); Pistrika et al (2014); Jongman et al (2012)). ).…”
mentioning
confidence: 99%