Influence of retention areas on the propagation of storm surges in the Weser estuary

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dc.identifier.uri http://dx.doi.org/10.15488/897
dc.identifier.uri http://www.repo.uni-hannover.de/handle/123456789/921
dc.contributor.author Zorndt, Anna C.
dc.contributor.author Goseberg, Nils
dc.contributor.author Schlurmann, Torsten
dc.date.accessioned 2016-12-21T12:09:00Z
dc.date.available 2016-12-21T12:09:00Z
dc.date.issued 2014
dc.identifier.citation Zorndt, A.C.; Goseberg, N.; Schlurmann, T.: Influence of retention areas on the propagation of storm surges in the Weser estuary. In: Coastal Engineering Proceedings : Proceedings of the International Conference on Coastal Engineering 34 (2014), management.51. DOI: https://doi.org/10.9753/icce.v34.management.51
dc.description.abstract The hydrodynamics of estuaries are forced by the tides from the open sea and the river runoff from the catchment area. The hinterland is often low-lying and densely populated and must therefore be protected by dikes. Anthropogenic climate change poses new challenges to the coastal protection. However, changes in the geometry of the estuaries can have equally severe impacts on the deformation of a storm surge wave form when it propagates through the estuary. This affects the peak water levels and hence the design water levels. This contribution focuses on the influence of retention areas or forelands seaside of the main dike lines, which are protected by summer dikes against the less severe but more frequently occurring storm surges. This is shown at the example of a retention area in the Weser estuary, which has historically been the cite of a soccer stadium and thus hosts high values which stand in sharp contrast against the low safety level against flooding. The investigation is conducted with a 3D hydrodynamic numerical model which has previously been validated for the simulation of storm surges. The results show that even very small changes in the geometry of the estuary can have effects on design levels. This is even the case when they only regard the summer dike crests heights around retention areas and not their volume. Another important finding is that the geometry changes may have their maximum impacts quite far away from the specific river reach in which they are carried out. The results underline that for designing safe and reliable storm surge infrastructure, storm events should be studied in high resolution models which are able to resolve even small scale features such as summer dike lines. eng
dc.language.iso eng
dc.publisher Reston : American Society of Civil Engineers (ASCE)
dc.relation.ispartofseries Proceedings of the Coastal Engineering Conference (2014)
dc.rights CC BY 3.0 Unported
dc.rights.uri https://creativecommons.org/licenses/by/3.0/
dc.subject Design water levels eng
dc.subject Retention areas eng
dc.subject Storm surges eng
dc.subject Weser estuary eng
dc.subject Catchments eng
dc.subject Climate change eng
dc.subject Coastal engineering eng
dc.subject Floods eng
dc.subject Fluid dynamics eng
dc.subject Geometry eng
dc.subject Hydraulic structures eng
dc.subject Hydrodynamics eng
dc.subject Levees eng
dc.subject Shore protection eng
dc.subject Storms eng
dc.subject Water levels eng
dc.subject Anthropogenic climate changes eng
dc.subject Coastal protection eng
dc.subject Design water level eng
dc.subject High-resolution models eng
dc.subject Low safety levels eng
dc.subject Small-scale features eng
dc.subject Storm surges eng
dc.subject Estuaries eng
dc.subject.classification Konferenzschrift ger
dc.subject.ddc 500 | Naturwissenschaften ger
dc.subject.ddc 550 | Geowissenschaften ger
dc.subject.ddc 510 | Mathematik ger
dc.title Influence of retention areas on the propagation of storm surges in the Weser estuary
dc.type Article
dc.type Text
dc.relation.issn 2156-1028
dc.bibliographicCitation.lastPage management.51
dc.description.version publishedVersion
tib.accessRights frei zug�nglich


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