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Wall shear stress as dimensionless function

Short answer

τ_w/(ρU²) = φ(u′/U, (δ/(ρU²)) dp/dx). The left side is half the skin friction coefficient, right side includes turbulence intensity and dimensionless pressure gradient.

The wall shear stress τw\tau_w in a boundary layer is assumed to be a function of stream velocity U, boundary layer thickness δ\delta, local turbulence velocity u', density ρ\rho, and local pressure gradient dp/dx. Using (ρ\rho, U, δ\delta) as repeating variables, rewrite this relationship as a dimensionless function.

Variables: τw,U,δ,u′,ρ,dp/dx\tau_w, U, \delta, u', \rho, dp/dx. So n=6n = 6, m=3m = 3 (M, L, T), giving n−m=3n - m = 3 π\pi terms. Repeating variables: ρ,U,δ\rho, U, \delta (as given).

Dimensions

τw=ML−1T−2\tau_w = ML^{-1}T^{-2}, U=u′=LT−1U = u' = LT^{-1}, δ=L\delta = L, ρ=ML−3\rho = ML^{-3}, dp/dx=ML−2T−2dp/dx = ML^{-2}T^{-2}.

π1\pi_1 (with τw\tau_w)

π1=τw ρaUbδc\pi_1 = \tau_w\,\rho^{a}U^{b}\delta^{c}

M: 1+a=0⇒a=−11 + a = 0 \Rightarrow a = -1. T: −2−b=0⇒b=−2-2 - b = 0 \Rightarrow b = -2. L: −1−3a+b+c=0⇒c=0-1 - 3a + b + c = 0 \Rightarrow c = 0.

π1=τwρU2\pi_1 = \frac{\tau_w}{\rho U^2}

π2\pi_2 (with u′u')

It has the same dimensions as UU, so:

π2=u′U\pi_2 = \frac{u'}{U}

π3\pi_3 (with dp/dxdp/dx)

π3=dpdxρaUbδc\pi_3 = \frac{dp}{dx}\rho^{a}U^{b}\delta^{c}

M: 1+a=0⇒a=−11 + a = 0 \Rightarrow a = -1. T: −2−b=0⇒b=−2-2 - b = 0 \Rightarrow b = -2. L: −2−3a+b+c=0⇒−2+3−2+c=0⇒c=1-2 - 3a + b + c = 0 \Rightarrow -2 + 3 - 2 + c = 0 \Rightarrow c = 1.

π3=δρU2 dpdx\pi_3 = \frac{\delta}{\rho U^2}\,\frac{dp}{dx}

Result

τwρU2=ϕ(u′U, δρU2dpdx)\frac{\tau_w}{\rho U^2} = \phi\left(\frac{u'}{U},\ \frac{\delta}{\rho U^2}\frac{dp}{dx}\right)

The left side is half the skin friction coefficient (Cf/2C_f/2), and the second argument is a dimensionless pressure gradient.

✓ Answer checked by Claude Opus 5.5 (high effort)

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