Law of the wall

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In fluid dynamics, the law of the wall states that the average velocity of a turbulent flow at a certain point is proportional to the logarithm of the distance from that point to the "wall", or the boundary of the fluid region. This law of the wall was first published by Theodore von Kármán, in 1930. It is only technically applicable to parts of the flow that are close to the wall (<20% of the height of the flow), though it is a good approximation for the entire velocity profile of natural streams.

Video Law of the wall

General logarithmic formulation

The logarithmic law of the wall is a self similar solution for the mean velocity parallel to the wall, and is valid for flows at high Reynolds numbers -- in an overlap region with approximately constant shear stress and far enough from the wall for (direct) viscous effects to be negligible:

${\displaystyle u^{+}={\frac {1}{\kappa }}\ln \,y^{+}+C^{+},}$   with   ${\displaystyle y^{+}={\frac {y\,u_{\tau }}{\nu }},}$   ${\displaystyle u_{\tau }={\sqrt {\frac {\tau _{w}}{\rho }}}}$   and   ${\displaystyle u^{+}={\frac {u}{u_{\tau }}}}$

where

From experiments, the von Kármán constant is found to be ??0.41 and C⁺?5.0 for a smooth wall.

With dimensions, the logarithmic law of the wall can be written as:

${\displaystyle {u}={\frac {u_{\tau }}{\kappa }}\ln \,{\frac {y}{y_{0}}}\ }$

where y₀ is the distance from the boundary at which the idealized velocity given by the law of the wall goes to zero. This is necessarily nonzero because the turbulent velocity profile defined by the law of the wall does not apply to the laminar sublayer. The distance from the wall at which it reaches zero is determined by comparing the thickness of the laminar sublayer with the roughness of the surface over which it is flowing. For a near-wall laminar sublayer of thickness ?_? and a characteristic roughness length-scale k_s,

Intuitively, this means that if the roughness elements are hidden within the laminar sublayer, they have a much different effect on the turbulent law of the wall velocity profile than if they are sticking out into the main part of the flow.

This is also often more formally formulated in terms of a boundary Reynolds number, Re_w, where

${\displaystyle Re_{w}={\frac {u_{\tau }k_{s}}{\nu }}.\ }$

The flow is hydraulically smooth for Re_w <3, hydraulically rough for Re_w >100, and transitional for intermediate values.

Values for y₀ are given by:

Intermediate values are generally given by the empirically derived Nikuradse diagram, though analytical methods for solving for this range have also been proposed.

For channels with a granular boundary, such as natural river systems,

${\displaystyle k_{s}\approx 3.5D_{84},\ }$

where D₈₄ is the average diameter of the 84th largest percentile of the grains of the bed material.

Maps Law of the wall

Power law solutions

Works by Barenblatt and others have shown that besides the logarithmic law of the wall -- the limit for infinite Reynolds numbers -- there exist power-law solutions, which are dependent on the Reynolds number. In 1996, Cipra submitted experimental evidence in support of these power-law descriptions. This evidence itself has not been fully accepted by other experts. In 2001, Oberlack claimed to have derived both the logarithmic law of the wall, as well as power laws, directly from the Reynolds-averaged Navier-Stokes equations, exploiting the symmetries in a Lie group approach. However, in 2014, Frewer et al. refuted these results.

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Near the wall

Below the region where the law of the wall is applicable, there are other estimations for friction velocity.

Viscous sublayer

In the region known as the viscous sublayer, below 5 wall units, the variation of u⁺ to y⁺ is approximately 1:1, such that:

For  ${\displaystyle y^{+}<5}$

${\displaystyle u^{+}=y^{+}}$

where

This approximation can be used farther than 5 wall units, but by y⁺=12 the error is more than 25%.

Buffer layer

In the buffer layer, between 5 wall units and 30 wall units, neither law holds, such that:

For  ${\displaystyle 5<y^{+}<30}$

${\displaystyle u^{+}\neq y^{+}}$

${\displaystyle u^{+}\neq {\frac {1}{\kappa }}\ln \,y^{+}+C^{+}}$

with the largest variation from either law occurring approximately where the two equations intercept, at y⁺=11. That is, before 11 wall units the linear approximation is more accurate and after 11 wall units the logarithmic approximation should be used, though neither are relatively accurate at 11 wall units.

The mean streamwise velocity profile u⁺ is improved for y⁺ < 20 with an eddy viscosity formulation based on a near-wall turbulent kinetic energy k⁺ function and the van Driest mixing length equation. Comparisons with DNS data of fully developed turbulent channel flows for 109<Re_?<2003 showed good agreement.

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Notes

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References

• Chanson, H. (2009), Applied Hydrodynamics: An Introduction to Ideal and Real Fluid Flows, CRC Press, Taylor & Francis Group, Leiden, The Netherlands, 478 pages, ISBN 978-0-415-49271-3 
• Schlichting, Hermann; Gersten, K. (2000), Boundary-layer Theory (8th revised ed.), Springer, ISBN 3-540-66270-7 

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Further reading

• Buschmann, Matthias H.; Gad-el-Hak, Mohamed (2009), "Evidence of nonlogarithmic behavior of turbulent channel and pipe flow", AIAA Journal, 47 (3): 535, Bibcode:2009AIAAJ..47..535B, doi:10.2514/1.37032 

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External links

• Definition from ScienceWorld
• Formula on CFD Online
• Y+ estimator

Source of the article : Wikipedia