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dc.contributor.authorLindermuth, Adrian
dc.date.accessioned2023-08-01T09:49:55Z
dc.date.available2023-08-01T09:49:55Z
dc.date.issued2023
dc.identifier.urihttps://library.oapen.org/handle/20.500.12657/74692
dc.description.abstractControlled offline flood retention basins have proven to be a suitable measure to reduce the risk of flooding for downstream areas by means of a targeted capping of the peak discharge. In current flood protection projects they are therefore used on the one hand in case of an extreme event to prevent the failure of existing linear protection measures, and on the other hand with the aim of compensating the increased discharge caused by the implementation of protection measures. The required discharge reduction is achieved by means of controllable inlet structures, which are usually arranged laterally from the channel in the slope area and therefore correspond to side weirs in their design and flow direction. Previous studies have shown that the complex three-dimensional flow behavior and the associated discharge coefficient of these weirs are significantly influenced by a number of geometric and hydraulic parameters.en_US
dc.languageGermanen_US
dc.relation.ispartofseriesForum Umwelttechnik und Wasserbauen_US
dc.subject.classificationbic Book Industry Communication::T Technology, engineering, agriculture::TQ Environmental science, engineering & technologyen_US
dc.subject.classificationbic Book Industry Communication::R Earth sciences, geography, environment, planning::RN The environment::RNR Natural disastersen_US
dc.subject.otherWater Engineering; Flood Control; Austriaen_US
dc.titleBeitrag zum Abflussverhalten seitlich angeströmter Wehranlagen an alpinen Flüssenen_US
dc.title.alternativeAm Beispiel gesteuerter Einlaufbauwerke von Hochwasserrückhaltebecken im Nebenschlussen_US
dc.typebook
oapen.identifier.doi10.15203/99106-093-2en_US
oapen.relation.isPublishedBy7e4aa047-ebd5-4269-b6c8-a86925324b93en_US
oapen.series.number34en_US
oapen.pages244en_US
oapen.place.publicationInnsbrucken_US


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