Show simple item record

contributor authorIvar G. Jonsson
contributor authorHenrik Kofoed‐Hansen
date accessioned2017-05-08T22:12:21Z
date available2017-05-08T22:12:21Z
date copyrightSeptember 1993
date issued1993
identifier other39845867.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/73532
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
publisherAmerican Society of Civil Engineers
titlePressure and Set Down for Higher‐Order Stokes Waves on Current
typeJournal Paper
journal volume119
journal issue5
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(1993)119:5(496)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1993:;Volume ( 119 ):;issue: 005
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record