2002
DOI: 10.1016/s0022-1694(02)00143-9
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Statistical analysis of the flood situation and assessment of the impact of diking measures along the Elbe (Labe) river

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Cited by 39 publications
(28 citation statements)
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“…Reservoirs and dykes are likely to remain the main structural measures to protect against floods in highland and lowland areas, respectively (Hooijer et al, 2004). However, other planned adaptation options are becoming more popular, such as expanded floodplain areas (Helms et al, 2002), emergency flood reservoirs (Somlyódy, 2002), preserved areas for flood water (Silander et al, 2006), and flood forecasting and warning systems, especially for flash floods. Multi-purpose reservoirs serve as an adaptation measure for both floods and droughts.…”
Section: Adaptation and Vulnerabilitymentioning
confidence: 99%
“…Reservoirs and dykes are likely to remain the main structural measures to protect against floods in highland and lowland areas, respectively (Hooijer et al, 2004). However, other planned adaptation options are becoming more popular, such as expanded floodplain areas (Helms et al, 2002), emergency flood reservoirs (Somlyódy, 2002), preserved areas for flood water (Silander et al, 2006), and flood forecasting and warning systems, especially for flash floods. Multi-purpose reservoirs serve as an adaptation measure for both floods and droughts.…”
Section: Adaptation and Vulnerabilitymentioning
confidence: 99%
“…The present study, covering the whole of Germany, quantifies the sensitivity of flood damages to climate variability and change only, and does not estimate the actual future flood damages. In the latter case, also such factors as changes in land use (e.g., riverine settlements), water management (e.g., flood protection), and changes in the value of assets would have to be considered (Tu et al, 2005;Helms et al, 2002).…”
Section: F F Hattermann Et Al: Modeling Flood Damages Under Climatmentioning
confidence: 99%
“…In response to the events that occurred during the 2002 flood and increased attention for discharge-oriented measures from the side of the authorities (IKSE 2004) it was decided to refine the model in two respects. First, the hydraulic model was linked to the one-dimensional flood routing model ELBA (Fröhlich 1998) and a GIS-based approach was included to describe the effect of retention measures on the downstream peak discharges (Helms et al 2002). Second, local stakeholders were consulted to identify four vulnerable locations.…”
Section: Flood Risk Assessmentmentioning
confidence: 99%