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dc.contributor.authorFrederic M. Evers
dc.contributor.authorWilli H. Hager
dc.contributor.authorRobert M. Boes
dc.date.accessioned2019-09-18T10:39:37Z
dc.date.available2019-09-18T10:39:37Z
dc.date.issued2019
dc.identifier.other%28ASCE%29WW.1943-5460.0000514.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4259935
dc.description.abstractRapid landslides into water bodies may generate massive water waves posing a threat to riparian settlements and infrastructure. These waves are referred to as impulse waves and exhibit tsunami-like characteristics. The generation and, in particular, the spatial propagation of impulse waves were studied in a hydraulic laboratory wave basin. A videometric measurement system was applied to track the water surface displacement. Compared to fixed wave gauges typically applied in previous studies, this technique yields a quasi-continuous representation of the water surface, allowing for a detailed analysis of spatial propagation patterns. In total, 74 experiments with deformable mesh-packed slides were conducted, thereby varying the slide impact velocity, slide mass, slide thickness, slide width, slide impact angle, and still-water depth. Empirically derived prediction equations are presented and discussed for key wave characteristics, including wave amplitudes and celerities. In the context of a preliminary hazard assessment, these equations allow for the estimation of wave magnitudes at prototype scale.
dc.publisherAmerican Society of Civil Engineers
dc.titleSpatial Impulse Wave Generation and Propagation
dc.typeJournal Paper
dc.journal.volume145
dc.journal.issue3
dc.journal.titleJournal of Waterway, Port, Coastal, and Ocean Engineering
dc.identifier.doi10.1061/(ASCE)WW.1943-5460.0000514
dc.page04019011
dc.treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2019:;Volume ( 145 ):;issue: 003
dc.contenttypeFulltext


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