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dc.contributor.authorRobertson, I. N.
dc.contributor.authorPaczkowski, K.
dc.contributor.authorRiggs, H. R.
dc.contributor.authorMohamed, A.
dc.date.accessioned2017-05-09T01:02:03Z
dc.date.available2017-05-09T01:02:03Z
dc.date.issued2013
dc.identifier.issn0892-7219
dc.identifier.otheromae_135_2_021601.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/152961
dc.description.abstractA series of experiments have been carried out in the large wave flume (LWF) at Oregon State University to quantify tsunami bore forces on structures. These tests included “offshoreâ€‌ solitary waves, with heights up to 1.3 m, that traveled over a flat bottom, up a sloping beach, and breaking onto a flat reef. Standing water depths on the reef varied from 0.05 m to 0.3 m. Resulting bores on the reef measured up to approximately 0.8 m. After propagating along the reef, the bores struck a vertical wall. The resulting forces and pressures on the wall were measured. The test setup in the LWF is described, and the experimental results are reported. The results include forces and pressure distributions. Results show that the bores propagated with a Froude number of approximately 2 and that the forces follow Froude scaling. Finally, a design formula for the maximum impact force is given. The formula is shown to be an improvement over existing formulas found in the literature.
dc.publisherThe American Society of Mechanical Engineers (ASME)
dc.titleExperimental Investigation of Tsunami Bore Forces on Vertical Walls
dc.typeJournal Paper
dc.journal.volume135
dc.journal.issue2
dc.journal.titleJournal of Offshore Mechanics and Arctic Engineering
dc.identifier.doi10.1115/1.4023149
dc.journal.fristpage21601
dc.journal.lastpage21601
dc.identifier.eissn1528-896X
dc.treeJournal of Offshore Mechanics and Arctic Engineering:;2013:;volume( 135 ):;issue: 002
dc.contenttypeFulltext


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