A platform for research: civil engineering, architecture and urbanism
On the structure of oscillatory boundary layers
Abstract An empirical analysis is performed on the most detailed, recent measurements of turbulent oscillatory boundary layer flow. The measurements show that throughout elevations where the flow can be considered horizontally uniform, one deficit model is sufficient for describing the fundamental mode. Some general properties of the non dimensional velocity deficit D 1(z) appear with striking consistency. First of all the identity , which is a theoretical result for smooth laminar flow, seems to hold with great accuracy for a large range of turbulent flow conditions as well. This is of principal theoretical interest because all previous analytical eddy viscosity models as well as numerical mixing length models predict a consistent and fairly large difference between Arg D 1 and . If the identity between and Arg D 1 extends all the way to the bed, it means that the bed shear stress leads the free stream velocity by 45 degrees. It is also found that the structure of smooth turbulent oscillatory flows as measured by Kalkanis (1964) corresponds to a sharp maximum in the normalized energy dissipation rate.
On the structure of oscillatory boundary layers
Abstract An empirical analysis is performed on the most detailed, recent measurements of turbulent oscillatory boundary layer flow. The measurements show that throughout elevations where the flow can be considered horizontally uniform, one deficit model is sufficient for describing the fundamental mode. Some general properties of the non dimensional velocity deficit D 1(z) appear with striking consistency. First of all the identity , which is a theoretical result for smooth laminar flow, seems to hold with great accuracy for a large range of turbulent flow conditions as well. This is of principal theoretical interest because all previous analytical eddy viscosity models as well as numerical mixing length models predict a consistent and fairly large difference between Arg D 1 and . If the identity between and Arg D 1 extends all the way to the bed, it means that the bed shear stress leads the free stream velocity by 45 degrees. It is also found that the structure of smooth turbulent oscillatory flows as measured by Kalkanis (1964) corresponds to a sharp maximum in the normalized energy dissipation rate.
On the structure of oscillatory boundary layers
Nielsen, Peter (author)
Coastal Engineering ; 9 ; 261-276
1985-03-25
16 pages
Article (Journal)
Electronic Resource
English
Reynolds number variation in oscillatory boundary layers. Part I. Purely oscillatory motion
British Library Online Contents | 1999
|Reynolds number variation in oscillatory boundary layers Part I. Purely oscillatory motion
Online Contents | 1999
|The nature of rough-wall oscillatory boundary layers
British Library Online Contents | 2001
|Depth-Limited Oscillatory Boundary Layers on a Rough Bottom
Online Contents | 1999
|Two-Equation Turbulence Models for Smooth Oscillatory Boundary Layers
Online Contents | 2002
|