Show simple item record

dc.contributor.authorIvar G. Jonsson
dc.contributor.authorHenrik Kofoed‐Hansen
dc.date.accessioned2017-05-08T22:12:21Z
dc.date.available2017-05-08T22:12:21Z
dc.date.copyrightSeptember 1993
dc.date.issued1993
dc.identifier.other39845867.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/73532
dc.description.abstractThe Bernoulli equation for higher‐order Stokes waves on a steady current over a horizontal, impermeable bed was analyzed, and an ambiguity was detected in the determination of the wave‐induced pressure at even‐order theories. This leads to the introduction of a new (reduced) Bernoulli constant. A simple relation between this quantity and the current‐wave set down is presented, and the set down correct to the fourth order in wave steepness is calculated. The finding of the fourth‐order current‐wave set down is a necessary step to allow calculation of the wave height for fourth‐order shoaling in the presence of a current. Finally, the difference between a wave quantity belonging to
dc.publisherAmerican Society of Civil Engineers
dc.titlePressure and Set Down for Higher‐Order Stokes Waves on Current
dc.typeJournal Paper
dc.journal.volume119
dc.journal.issue5
dc.journal.titleJournal of Waterway, Port, Coastal, and Ocean Engineering
dc.identifier.doi10.1061/(ASCE)0733-950X(1993)119:5(496)
dc.treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1993:;Volume ( 119 ):;issue: 005
dc.contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record