1993
DOI: 10.1017/s0022112093001375
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The structure of a three-dimensional turbulent boundary layer

Abstract: The three-dimensional turbulent boundary layer is shown to have a self-consistent two-layer asymptotic structure in the limit of large Reynolds number. In a streamline coordinate system, the streamwise velocity distribution is similar to that in two-dimensional flows, having a defect-function form in the outer layer which is adjusted to zero at the wall through an inner wall layer. An asymptotic expansion accurate to two orders is required for the cross-stream velocity which is shown to exhibit a logarithmic f… Show more

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Cited by 36 publications
(9 citation statements)
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References 18 publications
(40 reference statements)
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“…They found that the near-wall flow should be collateral to leading order, and that W profiles should display a logarithmic region at high Reynolds number. Degani, Smith and Walker (1993) extended that study to fully three-dimensional boundary layers, again seeking a functional form for the W profile.…”
Section: Modeling Conceptsmentioning
confidence: 99%
“…They found that the near-wall flow should be collateral to leading order, and that W profiles should display a logarithmic region at high Reynolds number. Degani, Smith and Walker (1993) extended that study to fully three-dimensional boundary layers, again seeking a functional form for the W profile.…”
Section: Modeling Conceptsmentioning
confidence: 99%
“…The most useful models for three-dimensional turbulent boundary layers would be universal streamwise and crossflow mean velocity profiles analogous to the law of the wall. Early attempts to determine a universal crossflow profile have been essentially abandoned, though theoretical limits have been addressed recently by Degani, Smith & Walker (1993). Ölçmen & Simpson (1992) presented a brief review of threedimensional turbulent boundary layer experiments, and applied several variations of the law of the wall.…”
Section: Introductionmentioning
confidence: 99%
“…In this section, extension of the usage of multi-hole pressure measurement technique mentioned earlier to the development and validation of a novel shear stress measurement technique will be described in greater detail. Measurement techniques for shear stress in three dimensional turbulent boundary layer flows have relied mainly on a combination of physical experimentation and subsequent empirical relationships or theoretical approaches supplemented by experimental correlation [4], [5]. The five-hole pressure measurement technique was first used in 1915.…”
Section: Concept Of Proof Studies 21 Development Of New Flow Measurementioning
confidence: 99%