Synthetic water level building damage relationships for GIS-supported flood vulnerability modeling of residential properties

Neubert, Marco; Naumann, T.; Deilmann, Clemens

doi:10.1201/9780203883020.ch203

Cited by 14 publications

(17 citation statements)

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“…For this reason, the same groundwater inundation is assumed to lead to similar damage to buildings of the same type. This approach is set in line with the results of damage analysis on residential buildings due to surface water flood, referred in Neubert et al (2008), Naumann et al (2009), andPistrika andJonkman (2010). The identification of building types is based on field surveys or by an analysis of geoinformation, using the Urban-Structure-Type (UST) approach.…”

Section: Module Groundwater Dynamicsmentioning

confidence: 78%

“…However, a supplementary assessment of flood losses inside the flooded area is not available here and an interpretation about general effects of the measurements is therefore pretty difficult. A suitable way for a complementary damage calculation due to surface water floods has been presented by Neubert et al (2008Neubert et al ( , 2012) with the damage model HOWAD. The combination of both models is feasible because of the same architecture and the comparable level of detail.…”

Section: Results Of the Modellingmentioning

confidence: 99%

“…With this additional information every building polygon can be allocated to a structure type and to a construction period. So, a manageable number of building types are generated as a Neubert et al, 2008). suitable basis for the assessment of the vulnerability of buildings.…”

Section: Nat Hazards Earthmentioning

confidence: 99%

“…The architecture of this tool is based on the work done for the model HOWAD which calculates the damage due to river floods (Neubert et al, 2008;Neubert et al, 2012). GRUWAD as a model for groundwater damage simulation also combines the input data described above using GIS procedures (see Fig.…”

Section: Module Calculationmentioning

confidence: 99%

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Damage estimation of subterranean building constructions due to groundwater inundation – the GIS-based model approach GRUWAD

Schinke

Neubert

Hennersdorf

et al. 2012

Nat. Hazards Earth Syst. Sci.

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Abstract. The analysis and management of flood risk commonly focuses on surface water floods, because these types are often associated with high economic losses due to damage to buildings and settlements. The rising groundwater as a secondary effect of these floods induces additional damage, particularly in the basements of buildings. Mostly, these losses remain underestimated, because they are difficult to assess, especially for the entire building stock of flood-prone urban areas. For this purpose an appropriate methodology has been developed and lead to a groundwater damage simulation model named GRUWAD. The overall methodology combines various engineering and geoinformatic methods to calculate major damage processes by high groundwater levels. It considers a classification of buildings by building types, synthetic depth-damage functions for groundwater inundation as well as the results of a groundwater-flow model. The modular structure of this procedure can be adapted in the level of detail. Hence, the model allows damage calculations from the local to the regional scale. Among others it can be used to prepare risk maps, for ex-ante analysis of future risks, and to simulate the effects of mitigation measures. Therefore, the model is a multifarious tool for determining urban resilience with respect to high groundwater levels.

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Section: Module Groundwater Dynamicsmentioning

confidence: 78%

Section: Results Of the Modellingmentioning

confidence: 99%

Section: Nat Hazards Earthmentioning

confidence: 99%

Section: Module Calculationmentioning

confidence: 99%

See 2 more Smart Citations

Damage estimation of subterranean building constructions due to groundwater inundation – the GIS-based model approach GRUWAD

Schinke

Neubert

Hennersdorf

et al. 2012

Nat. Hazards Earth Syst. Sci.

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show abstract

“…ER = engineering regulation. Roo, 2010;Steinebach, 1999;Steinebach et al, 2004;Nujic, 1995;Neubert, Naumann, and Deilmann, 2009. Motivation for development • Target users are local water managers.…”

Section: Input Data Requirementsmentioning

confidence: 99%

Landscape Survey to Support Flood Apex National Flood Decision Support Toolbox: Definitions and Existing Tools

Strong¹,

Knopman²

2017

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Überflutung

Weller¹,

Fahrion²,

Horn³

et al. 2016

Baukonstruktion Im Klimawandel

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Synthetic water level building damage relationships for GIS-supported flood vulnerability modeling of residential properties

Cited by 14 publications

References 0 publications

Damage estimation of subterranean building constructions due to groundwater inundation – the GIS-based model approach GRUWAD

Damage estimation of subterranean building constructions due to groundwater inundation – the GIS-based model approach GRUWAD

Landscape Survey to Support Flood Apex National Flood Decision Support Toolbox: Definitions and Existing Tools

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