1983
DOI: 10.1002/sapm1983682103
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Long Eddies in Sheared Flows

Abstract: The characteristic feature of the wide variety of hydraulic shear flows analyzed in this study is that they all contain a critical level where some of the fluid is turned relative to the ambient flow. One example is the flow produced in a thin layer of fluid, contained between lateral boundaries, during the passage of a long eddy. The boundaries of the layer may be rigid, or flexible, or free; the fluid may be either compressible or incompressible. A further example is the flow produced when a shear layer sepa… Show more

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Cited by 21 publications
(25 citation statements)
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References 7 publications
(9 reference statements)
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“…The velocities of the waves were defined by a special relation, involving integrals over depth. Particular solutions, having the structure of travelling and simple waves, were found by Freman, 4 Varley and Blythe, 18 Sachdev. 12-14 An infinite system of conservation laws describing long rotational waves was derived by Benney, 2 Zakharov, 19 and Kupershmidt and Manin.…”
Section: Introductionmentioning
confidence: 90%
“…The velocities of the waves were defined by a special relation, involving integrals over depth. Particular solutions, having the structure of travelling and simple waves, were found by Freman, 4 Varley and Blythe, 18 Sachdev. 12-14 An infinite system of conservation laws describing long rotational waves was derived by Benney, 2 Zakharov, 19 and Kupershmidt and Manin.…”
Section: Introductionmentioning
confidence: 90%
“…The approach developed in studies [5] of planeparallel flows with a critical layer was used to obtain a class of exact solutions describing two-dimensional flows with return zones.…”
Section: Steady-state Rotationally Symmetric Solutionsmentioning
confidence: 99%
“…The characteristic roots c = c 1 < u 0 and c = c 2 > u 1 of the characteristic equation χ (c) = 0 define speeds of the long-surface waves traveling to the left and right of the stream. In cases when the solution has singularities, the integral in the formula (5) can become convergent at c = u 0 (and/or c = u 1 ). When the characteristic root disappears, the wave perturbations (in corresponding direction) propagate along with the stream and do not outrun it.…”
Section: Perturbation Dissipating Class Of Flowsmentioning
confidence: 99%
“…Nonlinear equations of the long-wave theory were a subject of research in a number of papers. Infinite series of conservation laws were found in [3,4], flows with critical layer were considered in [5], families of exact solutions were constructed and interpreted in [6,7]. Papers [8,9] and some others deal with study of infinite hydrodynamic momentum chains, resulting from Benney's equations.…”
Section: Introductionmentioning
confidence: 99%