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  • About
  • The Global ETD Search service is a free service for researchers to find electronic theses and dissertations. This service is provided by the Networked Digital Library of Theses and Dissertations.
    Our metadata is collected from universities around the world. If you manage a university/consortium/country archive and want to be added, details can be found on the NDLTD website.
151

Behavior of Turbulent Structures within a Mach 5 Mechanically Distorted Boundary Layer

Peltier, Scott Jacob 16 December 2013 (has links)
High-resolution particle image velocimetry (PIV) is employed to resolve the velocity fields within a Mach 4.9 mechanically distorted turbulent boundary layer (Reθ ≈ 40,000). The goal of this study is to directly observe the mechanisms responsible for the modified turbulent stresses present in mechanically distorted boundary layers. This is achieved by measuring the effects of the mechanical distortions upon the distribution, population, size, orientation, and energy content of the turbulent structures, and how the perturbed state of these structures is manifested within the ensemble-averaged turbulent stresses. The two mechanical distortions under investigation are 1) streamline curvature-induced favorable pressure gradients (Ip = {-0.08; -0.49}), and 2) periodic arrays of diamond roughness elements (k/δ ≈ 0.07). A smooth-wall, flat-plate boundary layer is also included to establish the unperturbed state of the turbulent structures. The response of the mean turbulence statistics is investigated through ensemble-averaged profiles of Reynolds stresses, indicating the respective influences of pressure gradient effects and surface roughness upon the turbulent statistics. The distortion and reorientation of the large-scale coherent motions is quantified through the determination of the integral length scale and local structure angle from two-point correlations. Detection of individual vortices through the swirling strength criterion λci allows the population distribution of the turbulent eddies to be examined, along with the conditionally averaged hairpin structure. The baseline and rough-wall stresses showed good agreement when scaled by the smooth-wall friction velocity. Two-point correlations indicate that the reorientation of the large-scale [i.e. O(δ)] coherent structures, coupled with the modified wall-normal fluctuations, is primarily responsible for the modification of the rough-wall Reynolds stresses. The reduced Reynolds stresses observed in the favorable pressure gradients is partially due to the attenuation of the local flowfield around the near-wall hairpin structures, mitigating the mechanism for “producing” turbulence. The rotational rate of the hairpin vortices, measured through the mean prograde swirling strength, was reduced for the favorable pressure gradient models.
152

The effects of lateral boundary conditions on a two-dimensional cloud model /

Hedley, Mark. January 1986 (has links)
No description available.
153

Inclusion de la condensation dans un modèle de couche limite

Tourigny, Pierre. January 1986 (has links)
No description available.
154

An analysis of turbulent base flow using an integral boundary layer method.

Bland, Douglas John. January 1969 (has links)
No description available.
155

Confluent boundary layer flow development with arbitrary pressure distribution

Goradia, S. H. (Suresh Harkisondas) 08 1900 (has links)
No description available.
156

Boundary layers in dense, low-temperature plasmas

Thornhill, Lindsey Dorough 12 1900 (has links)
No description available.
157

Thermodynamic analysis of viscous compressible flow in a nozzle considering real gas effects

Shepard, William Steve 08 1900 (has links)
No description available.
158

Numerical modelling of neutral and stably stratified flow and dispersion in complex terrain

Apsley, David D. January 1995 (has links)
No description available.
159

Mean wind and turbulence conditions over forests

Arnqvist, Johan January 2013 (has links)
Vindkraft i skog
160

Measurements in blown boundary layers and their prediction by Reynolds stress modelling

Irwin, Hamlyn Peter Anthony Hugh January 1974 (has links)
No description available.

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