2001
DOI: 10.1017/s0022112001004724
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On a class of unsteady, non-parallel, three-dimensional disturbances to boundary-layer flows

Abstract: Steady, spatial, algebraically growing eigenfunctions are now known to occur in several important classes of boundary-layer flow, including two-dimensional hypersonic boundary layers and more recently in Blasius boundary layers subject to three-dimensional linearized disturbances, and in more general three-dimensional boundary layers. These spatial eigensolutions are particularly important and intriguing, given that they exist within the broad limits of the classical steady boundary-layer approximation, … Show more

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Cited by 15 publications
(26 citation statements)
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“…The first corresponds to a three-dimensional, steady class, which grows algebraically in the streamwise (x) direction, whilst retaining the same dependence as the base flow in the spanwise (z) direction; see (2.1). This type of disturbance has been investigated for the case of Falkner-Skan and other, related, three-dimensional boundary layers (albeit with no free-stream cross-flow velocity components) by Duck & Dry (2001) and Duck (2002). From a mathematical point of view, the attractive feature of this method (which is also related the work of Luchini (1996), is that the procedure is entirely rational within the context of the boundary-layer approximation.…”
Section: Stability Issuesmentioning
confidence: 99%
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“…The first corresponds to a three-dimensional, steady class, which grows algebraically in the streamwise (x) direction, whilst retaining the same dependence as the base flow in the spanwise (z) direction; see (2.1). This type of disturbance has been investigated for the case of Falkner-Skan and other, related, three-dimensional boundary layers (albeit with no free-stream cross-flow velocity components) by Duck & Dry (2001) and Duck (2002). From a mathematical point of view, the attractive feature of this method (which is also related the work of Luchini (1996), is that the procedure is entirely rational within the context of the boundary-layer approximation.…”
Section: Stability Issuesmentioning
confidence: 99%
“…We may therefore seek solutions in the form (6.8) assuming the amplitude parameter |ε| 1. To gain a simple heuristic estimate for the effect of temporal disturbances on the flow for other values of n (in particular n = 0) we also adopted this form for the general case; a similar procedure was used by Ridha (1992) (the proper procedure was described by Duck & Dry 2001).…”
Section: Temporal Disturbancesmentioning
confidence: 99%
“…those that do not exhibit breakdowns and those that do) are full and proper solutions of the complete equation set. Further, the work of Duck & Dry (2001), which was partly concerned with an initial value approach (both in the streamwise direction and temporally) does suggest that bounded solutions are fully realisable far downstream. Indeed, it is worth re-emphasizing that even the similarity form of the equations can exhibit non-uniqueness over a range of (negative) values of G 0 .…”
Section: Discussionmentioning
confidence: 99%
“…Griffond and Casalis 2001, Joslin 1996), or the perturbation flow field may be taken to have the same general form as the basic state(Duck and Dry 2001). Although the stability analysis restricted to perturbations of specific forms is not complete, it enables one to show that the flow is susceptible to a special kind of instability.…”
mentioning
confidence: 99%
“…-(23) remain valid if we introduce the nondimensional variables, with the time scale 1/|b| and the correspondingly defined velocity scale. In the dimensionless equations (we will retain the same notation for the nondimensional variables), the parameter b takes one of the two values: b = 1 or b = −1, and ν is replaced by 1/Re where Re is the Reynolds number.Note that the solution (14) -(15) for b = 1 undergos the finite-time 'breakdown' (see, e.g.,Duck and Dry 2001, Hall et al 1992) and the 'normal mode' forms (21)-(22) are naturally adjusted to the description of the disturbed flow as the breakdown time t = 1 is approached.Next we will consider several two-point boundary value problems corresponding different specifications of the basic flow (14)-(19). (i) Axially symmetrical stagnation-point type flows.…”
mentioning
confidence: 99%