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dc.contributor.authorJeffrey R. Carpenter
dc.contributor.authorEdmund W. Tedford
dc.contributor.authorEyal Heifetz
dc.contributor.authorGregory A. Lawrence
dc.date.accessioned2017-05-09T00:41:56Z
dc.date.available2017-05-09T00:41:56Z
dc.date.copyright40848
dc.date.issued2011
dc.identifier.issn0003-6900
dc.identifier.otherAMREAD-926806#amr_64_6_060801.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/145157
dc.description.abstractInstability in homogeneous and density stratified shear flows may be interpreted in terms of the interaction of two (or more) otherwise free waves in the velocity and density profiles. These waves exist on gradients of vorticity and density, and instability results when two fundamental conditions are satisfied: (I) the phase speeds of the waves are stationary with respect to each other (“phase-locking“), and (II) the relative phase of the waves is such that a mutual growth occurs. The advantage of the wave interaction approach is that it provides a physical interpretation to shear flow instability. This paper is largely intended to purvey the basics of this physical interpretation to the reader, while both reviewing and consolidating previous work on the topic. The interpretation is shown to provide a framework for understanding many classical and nonintuitive results from the stability of stratified shear flows, such as the Rayleigh and Fjørtoft theorems, and the destabilizing effect of an otherwise stable density stratification. Finally, we describe an application of the theory to a geophysical-scale flow in the Fraser River estuary.
dc.publisherThe American Society of Mechanical Engineers (ASME)
dc.titleInstability in Stratified Shear Flow: Review of a Physical Interpretation Based on Interacting Waves
dc.typeJournal Paper
dc.journal.volume64
dc.journal.issue6
dc.journal.titleApplied Mechanics Reviews
dc.identifier.doi10.1115/1.4007909
dc.journal.fristpage60801
dc.identifier.eissn0003-6900
dc.treeApplied Mechanics Reviews:;2011:;volume( 064 ):;issue: 006
dc.contenttypeFulltext


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