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dc.contributor.authorHelge Fuchs
dc.contributor.authorWilli H. Hager
dc.date.accessioned2017-05-08T22:04:10Z
dc.date.available2017-05-08T22:04:10Z
dc.date.copyrightJuly 2012
dc.date.issued2012
dc.identifier.other%28asce%29ww%2E1943-5460%2E0000182.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/70418
dc.description.abstractHydraulic models differing from prototype scale are affected by model effects. Despite these effects, which are often negligible, they may become important in very small scales involving, for instance, small water depths. A scale family is a convenient method to detect these effects in a new test setup to demonstrate the equipment applicability. The scale family investigated here involves a previously installed test setup concerning the impulse wave run-up and overland flow. Solitary waves as a typical wave type of slide-generated impulse waves were analyzed using a pneumatic piston-type wave generator. Free surface profiles were measured to investigate the maximum flow depths and the flow front velocities. The observed scale effects led to the definition of the minimum Reynolds and Weber numbers for the considered test setup, above which scale effects can be neglected.
dc.publisherAmerican Society of Civil Engineers
dc.titleScale Effects of Impulse Wave Run-Up and Run-Over
dc.typeJournal Paper
dc.journal.volume138
dc.journal.issue4
dc.journal.titleJournal of Waterway, Port, Coastal, and Ocean Engineering
dc.identifier.doi10.1061/(ASCE)WW.1943-5460.0000138
dc.treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2012:;Volume ( 138 ):;issue: 004
dc.contenttypeFulltext


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