1. Introduction
Understanding the turbulent generation of mean skin friction is needed in many industrial and environmental flows. Qualitatively, turbulent mixing results in a steeper near-wall velocity profile than the laminar one. The excess of mean skin friction induced by turbulence may be defined as the difference between the mean skin friction coefficient in the turbulent and in the laminar case at the same Reynolds number, where the mean skin friction coefficient
$C_{f}$
is defined from the Reynolds-averaged streamwise velocity
$\langle u\rangle$
as:
$$\begin{eqnarray}C_{f}=\frac{{\it\nu}\,\displaystyle \frac{\partial \langle u\rangle }{\partial y}(y=0)}{\displaystyle \frac{1}{2}\,U_{\infty }^{2}}.\end{eqnarray}$$
The definition of the Reynolds number (e.g.
$Re_{def}=Re_{{\it\tau}}$
,
$Re_{{\it\theta}}$
or
$Re_{x}$
) used to compare the laminar and turbulent boundary layers matters, since the evolution laws (
$Re_{{\it\tau}}(Re_{x})$
,
$Re_{{\it\theta}}(Re_{x})$
,
$Re_{{\it\tau}}(Re_{{\it\theta}})$
, etc.) are different in the turbulent and in the laminar cases. For a given Reynolds-number definition
$Re_{def}$
, the turbulence-induced excess mean skin friction may be defined as:
Because skin friction is a wall property, it is expected to depend on the inner layer of the turbulent boundary layer. Orlandi & Jiménez (Reference Orlandi and Jiménez1994) indeed showed the impact of the buffer-layer dynamics on skin friction, but they did not quantify the contribution of turbulent fluctuations to the mean skin friction coefficient as a function of their nature and distance from the wall. Besides, it has been shown that the outer layer plays a growing role in wall-bounded turbulence when the Reynolds number increases (see Marusic, Mathis & Hutchins (Reference Marusic, Mathis and Hutchins2010) and reviews by Smits, McKeon & Marusic (Reference Smits, McKeon and Marusic2011) and Jiménez (Reference Jiménez2013) among others). However, the extent to which the increasingly prominent outer layer physical phenomena contribute to mean skin friction has not been explicitly quantified. A better understanding of this issue may be gained in simple wall-bounded incompressible flows, such as a flat-plate boundary layer. In these simple cases, there is a need for a decomposition of the generation of mean skin friction at a given streamwise location
$x$
into physical phenomena occurring at each wall distance
$y$
and at the same
$x$
. The decomposition should be local (in
$x$
) to be compatible with spatially-developing flows representative of those encountered in external aerodynamics. In order to obtain a decomposition of skin friction into clearly identified contributing physical phenomena, the derivation should avoid mathematical transformations if they do not have a physical interpretation.
Aerodynamic forces may be decomposed by far-field drag extraction methods (Destarac Reference Destarac2003; van der Vooren & Destarac Reference van der Vooren and Destarac2004; Toubin & Bailly Reference Toubin and Bailly2015; among others), but these methods are non-local and in some cases rely on the spatial isolation of global physical processes which however tend to overlap within the boundary layer. Sometimes, thermodynamic considerations are inserted together with mathematical transformations which may have no physical interpretation, so that the final decomposition is not always intuitive or straightforwardly related to simple physical phenomena. For these reasons, far-field methods are not retained to address the present question.
In incompressible flows, turbulent friction directly depends on the mean velocity only, whose turbulent mixing may be represented by
$-\partial \langle u^{\prime }v^{\prime }\rangle /\partial y$
in the boundary layer. This term decelerates the mean flow in the wake region of the boundary-layer profile but accelerates it near the wall (see its spectral study by Balakumar & Adrian (Reference Balakumar and Adrian2007)). It is not appropriate to undertake turbulent friction decomposition since its integral over the wall distance (
$y$
) vanishes (Deck et al.
Reference Deck, Renard, Laraufie and Weiss2014) (assuming
$u(y=0)=0$
):
The irrelevance of a decomposition based on
$-\partial \langle u^{\prime }v^{\prime }\rangle /\partial y$
is confirmed by the following relation between the mean wall shear stress, which coincides with the total shear stress at the wall, and the integral of the total shear-stress gradient over
$y$
, where the turbulent contribution vanishes:
$$\begin{eqnarray}\displaystyle {\it\nu}\,\frac{\partial \langle u\rangle }{\partial y}(y=0) & = & \displaystyle -\!\left[{\it\nu}\,\frac{\partial \langle u\rangle }{\partial y}-\langle u^{\prime }v^{\prime }\rangle \right]_{y=0}^{y\rightarrow \infty }\nonumber\\ \displaystyle & = & \displaystyle -\!\int _{0}^{\infty }\frac{\partial }{\partial y}\left({\it\nu}\,\frac{\partial \langle u\rangle }{\partial y}-\langle u^{\prime }v^{\prime }\rangle \right)\,\text{d}y\nonumber\\ \displaystyle & = & \displaystyle -\!\int _{0}^{\infty }\frac{\partial }{\partial y}\left({\it\nu}\,\frac{\partial \langle u\rangle }{\partial y}\right)\,\text{d}y-\underbrace{\int _{0}^{\infty }\frac{\partial }{\partial y}(-\langle u^{\prime }v^{\prime }\rangle )\,\text{d}y}_{=\;0\;(1.3)}.\end{eqnarray}$$
The Reynolds shear stress distribution is however related by the FIK decomposition (named after its authors Fukagata, Iwamoto & Kasagi (Reference Fukagata, Iwamoto and Kasagi2002)) in the zero-pressure-gradient flat-plate boundary layer to the skin friction coefficient
$C_{f}$
defined in (1.1). Fukagata et al. (Reference Fukagata, Iwamoto and Kasagi2002) integrate the mean streamwise momentum equation three times by parts to obtain the following identity (the assumptions and the derivation are detailed in appendix A):
$$\begin{eqnarray}\displaystyle C_{f} & = & \displaystyle \underbrace{\frac{4(1-{\it\delta}_{1}/{\it\delta})}{Re_{{\it\delta}}}}_{C_{f,I}}+\underbrace{4\int _{0}^{1}\frac{\langle -u^{\prime }v^{\prime }\rangle }{U_{\infty }^{2}}\left(1-\frac{y}{{\it\delta}}\right)\,\text{d}\left(\frac{y}{{\it\delta}}\right)}_{C_{f,II}}\nonumber\\ \displaystyle & & \displaystyle +\,\underbrace{2\int _{0}^{1}-\left(1-\frac{y}{{\it\delta}}\right)^{2}\left(\overline{I_{x}}+\frac{\partial \langle u\rangle }{\partial t}\right)\frac{{\it\delta}}{U_{\infty }^{2}}\,\text{d}\left(\frac{y}{{\it\delta}}\right)}_{C_{f,III}},\end{eqnarray}$$
where
${\it\delta}$
is the boundary-layer thickness (on which
$Re_{{\it\delta}}$
is based and defined for instance as the 99 % thickness) and
${\it\delta}_{1}=\int _{0}^{{\it\delta}}(1-\langle u\rangle /U_{\infty })\,\text{d}y$
is the displacement thickness. In order to avoid the explicit presence of streamwise derivatives in the
$C_{f,III}$
term, the momentum equation may be used again to obtain (Mehdi et al.
Reference Mehdi, Johansson, White and Naughton2014):
$$\begin{eqnarray}C_{f}=\underbrace{\frac{4(1-{\it\delta}_{1}/{\it\delta})}{Re_{{\it\delta}}}}_{C_{f,I}}+\underbrace{4\int _{0}^{1}\frac{\langle -u^{\prime }v^{\prime }\rangle }{U_{\infty }^{2}}\left(1-\frac{y}{{\it\delta}}\right)\,\text{d}\left(\frac{y}{{\it\delta}}\right)}_{C_{f,II}}+\underbrace{\frac{2}{U_{\infty }^{2}}\int _{0}^{1}-\left(1-\frac{y}{{\it\delta}}\right)^{2}\frac{\partial ({\it\tau}/{\it\rho})}{\partial (y/{\it\delta})}\,\text{d}\left(\frac{y}{{\it\delta}}\right)}_{C_{f,III}},\end{eqnarray}$$
where
${\it\tau}/{\it\rho}={\it\nu}\,(\partial \langle u\rangle /\partial y)-\langle u^{\prime }v^{\prime }\rangle$
. This makes it possible to evaluate the decomposition using data which are local in
$x$
in spatially-developing flows, but which do not have to be differentiated in the streamwise direction. This last form is especially suited to invoke self-similar profiles, as in Deck et al. (Reference Deck, Renard, Laraufie and Weiss2014). This decomposition has been extensively and successfully used in turbulent flow analysis and control, see e.g. Iwamoto et al. (Reference Iwamoto, Fukagata, Kasagi and Suzuki2005), Kametani & Fukagata (Reference Kametani and Fukagata2011), Kametani et al. (Reference Kametani, Fukagata, Örlü and Schlatter2015) and Stroh et al. (Reference Stroh, Frohnapfel, Schlatter and Hasegawa2015), with
$C_{f,II}$
typically representing the effect of the turbulent fluctuations on
$C_{f}$
whereas
$C_{f,I}$
has a Reynolds-number dependence similar to laminar friction. However, several issues arise.
Firstly, to the authors’ knowledge, there is no simple physical interpretation of the three successive integrations (by parts) involved in the derivation of the FIK decomposition (appendix A). For instance, Fukagata et al. (Reference Fukagata, Iwamoto and Kasagi2002) mention that the mean velocity profile is obtained from the force balance by the second integration (over the wall distance). This is permitted by the non-dimensionalisation of the equations, but it is not intuitive since the product of a force by a length has the dimension of an energy rather than of a velocity.
A second difficulty is the integrand of
$C_{f,II}$
. The Reynolds shear stress is weighted by
$(1-y/{\it\delta})$
, leading to the intuitive result that the influence of a given Reynolds-shear-stress-carrying fluctuation is larger when it is closer to the wall. However, the linear nature of the weight function
$(1-y/{\it\delta})$
results from the mathematical derivation of the decomposition (appendix A) and has no simple explanation in terms of physical processes, especially in the zero-pressure-gradient boundary layer where no mean or turbulent profile is linear and the resulting weighted distribution resembles the profile of no physical quantity known to the authors.
Another issue is the spatial heterogeneity term
$C_{f,III}$
(1.5), which is not negligible in zero-pressure-gradient boundary layers, contrary to the channel (parallel) flow case where
$C_{f,III}=0$
. Since turbulent fluctuations impact both
$C_{f,II}$
and
$C_{f,III}$
, the relation between
$C_{f,II}$
and the turbulence-induced excess friction is indirect.
The term
$C_{f,III}$
may be written as a function of the total shear stress (1.7). Since the latter is the sum of the viscous and Reynolds shear stresses, one may isolate the turbulent contribution
$C_{f,III,T}$
to
$C_{f,III}$
as:
Integrating by parts this equation with the condition
$u^{\prime }(y=0)=0$
leads to:
$$\begin{eqnarray}C_{f,III,T}=\underbrace{\frac{2}{U_{\infty }^{2}}\left[\left(1-\frac{y}{{\it\delta}}\right)^{2}(\langle u^{\prime }v^{\prime }\rangle )\right]_{0}^{1}}_{=\;0}+\underbrace{\frac{4}{U_{\infty }^{2}}\int _{0}^{1}\left(1-\frac{y}{{\it\delta}}\right)(\langle u^{\prime }v^{\prime }\rangle )\,\text{d}\left(\frac{y}{{\it\delta}}\right)}_{=\;-C_{f,II}\;(1.7)}.\end{eqnarray}$$
The identity
$C_{f,III,T}=-C_{f,II}$
shows that studying the turbulent part
$C_{f,III,T}$
of the term
$C_{f,III}$
is not relevant, since this part is negative and equal to the opposite of the term
$C_{f,II}$
which on the contrary represents a positive turbulent contribution to
$C_{f}$
. Consequently, the
$C_{f,III}$
term (which is positive) is addressed as a whole.
Deck et al. (Reference Deck, Renard, Laraufie and Weiss2014) showed that in both the laminar and the high-Reynolds-number turbulent zero-pressure-gradient boundary layers, the ratio
$C_{f,III}/C_{f}$
approximately tends to a constant value close to 0.2, whereas the ratio
$(C_{f,I}+C_{f,II})/C_{f}$
approximately tends to 0.8. This implies that the turbulence-induced excess friction
$\mathscr{E}\{C_{f}(Re_{{\it\alpha}})\}$
(1.2) is approximately equal to
$\mathscr{G}\cdot C_{f,II}(Re_{{\it\alpha}})$
, where
$\mathscr{G}$
is a constant close to
$1/0.8=1.25$
(this relies on the comparison of the turbulent and laminar boundary layers at the same Reynolds number
$Re_{{\it\alpha}}=Re_{{\it\delta}}/(1-{\it\delta}_{1}/{\it\delta})$
introduced by Deck et al. (Reference Deck, Renard, Laraufie and Weiss2014) so that equal values of
$Re_{{\it\alpha}}$
imply equal values of
$C_{f,I}$
(1.5)). This suggests that
$\mathscr{E}\{C_{f}\}$
is proportional but not equal to
$C_{f,II}$
.
Kametani & Fukagata (Reference Kametani and Fukagata2011) further decompose
$C_{f,III}$
(1.5) in their equation (2.1) into a mean convection term (corresponding to the
$\partial /\partial y(\langle u\rangle \,\langle v\rangle )$
term of
$\overline{I_{x}}$
(1.6), as may be seen by integrating by parts) and into a spatial development term (corresponding to the three remaining terms in
$\overline{I_{x}}$
(1.6)). They emphasize that their mean convection term has a strong negative contribution to mean skin friction, to such an extent that they recommend focusing drag reduction strategies on this term rather than on the Reynolds-stress term
$C_{f,II}$
(which may even be increased by the control). This negatively contributing term, which is a major contribution to
$C_{f}$
and is not directly related to turbulence itself, further emphasizes how problematic the understanding of turbulent friction is made by the
$C_{f,III}$
term of (1.5) in spatially-developing flows.
Lastly, the
$C_{f,II}$
term explicitly relates
$C_{f}$
to
$-\langle u^{\prime }v^{\prime }\rangle$
only for
$y\leqslant {\it\delta}$
, even though non-zero
$-\langle u^{\prime }v^{\prime }\rangle$
may exist for
$y>{\it\delta}$
. This is not a major difficulty, because the Reynolds shear stress above
$y={\it\delta}$
has values that are small, if not zero. However, simply disregarding a direct contribution of the turbulent fluctuations located above the conventional boundary-layer edge is not intellectually satisfying, especially because the definition of the boundary-layer thickness
${\it\delta}$
is somewhat arbitrary. This might be addressed using the formulation of Mehdi et al. (Reference Mehdi, Johansson, White and Naughton2014), who vary the upper integration bound
$y_{max}$
, but their study is restricted to
$y_{max}\leqslant {\it\delta}$
. If their formulation is extended to
$y_{max}>{\it\delta}$
, the term replacing
$C_{f,I}$
no longer involves easily interpreted thicknesses.
To the authors’ knowledge, these difficulties of interpretation are not addressed by the numerous studies using and extending the FIK identity. These issues suggest that there is a need for a different and complementary decomposition.
Turbulent friction is successfully related to irreversible entropy creation by turbulent dissipation in channel and pipe flows, but only approximate extrapolations are made for spatially-developing boundary layers (Laadhari Reference Laadhari2007). In a non-local analysis for far-field drag extraction, Arntz, Atinault & Merlen (Reference Arntz, Atinault and Merlen2015) relate aerodynamic drag to irreversible entropy sources by combining momentum balance, thermodynamic laws and mathematical transformations. Nevertheless, mean skin friction is determined by the mean velocity profile, and the energetic interaction between the mean flow and turbulence is turbulent kinetic-energy production, not turbulent dissipation. In some regions of wall-bounded flows, the local turbulent kinetic-energy production and the local turbulent dissipation are not in equilibrium (e.g. in the buffer layer, Pope Reference Pope2000). Further, even though the integrals of turbulent production and turbulent dissipation over the wall distance may be equal in the case of channel or pipe flows, a global production–dissipation equilibrium does not hold in the case of spatially-developing boundary layers (Sreenivasan Reference Sreenivasan, Deshpande, Prabhu, Sreenivasan and Viswanath1995; Adeyinka & Naterer Reference Adeyinka and Naterer2004). The total (mean and turbulent) kinetic-energy budget includes the energy cascade down to turbulent dissipation, whereas mean skin friction is directly related to the mean flow only. Moreover, entropy definition is problematic in incompressible flows. Because of these difficulties of relating mean skin friction to irreversible entropy creation by turbulent dissipation in incompressible spatially-developing flows, resorting to the mean kinetic-energy equation is preferred. Using the latter equation, Drela (Reference Drela2009) globally assesses physical contributions to far-field drag extraction. However, Drela (Reference Drela2009) writes the energy budget in the body reference frame, where the force does zero work (still walls). The (virtual) power against the motion of the body is mathematically obtained by multiplying the force balance by the free-stream velocity
$U_{\infty }$
, although the body is not moving in the body reference frame. This introduces quantities not straightforwardly interpreted (although the perturbation velocities involved in the equation can be easily seen as the actual velocities in a reference frame attached to the undisturbed fluid in the free stream). Indeed, the notions of kinetic-energy excess and kinetic-energy defect used by Drela (Reference Drela2009) are not easily related to the simpler notion of kinetic energy in one well-chosen reference frame (at least such a discussion is not included in Drela (Reference Drela2009)).
To identify skin friction in an energy budget while sticking to physical first principles, the budget should be written in a reference frame where the wall is moving so that the power developed by skin friction is non-zero. Defining such a frame is problematic in the complex geometries treated by Drela (Reference Drela2009) or Arntz et al. (Reference Arntz, Atinault and Merlen2015). In the geometrically much simpler flat-plate boundary layer, DeGraaff & Eaton (Reference DeGraaff and Eaton2000) suggest that the product of turbulent friction by
$U_{\infty }$
is of the same order of magnitude as the total turbulent kinetic-energy production. This relies on a mean kinetic-energy budget written in the wall reference frame, where skin friction develops zero power. For this reason, the budget has to be restricted to a constant total shear-stress layer, where the product of skin friction (matching the constant total shear stress) by the outer velocity can be isolated. This restricted budget is not compatible with an exact quantitative decomposition across the whole boundary layer, and only the order of magnitude of the product of turbulent friction by
$U_{\infty }$
is obtained.
The present study decomposes local mean skin friction generation into physical phenomena across the whole boundary-layer profile, based on a mean streamwise kinetic-energy budget in a reference frame where the wall is moving. This highlights the turbulent kinetic-energy production distribution, as opposed to the linearly-weighted Reynolds shear-stress distribution obtained in the FIK decomposition (1.7), which is derived from a momentum budget in the wall reference frame. The zero-pressure-gradient smooth-flat-plate boundary layer is first addressed (§ 2). The Reynolds-number dependence is assessed in the laminar and turbulent cases (§ 3), emphasizing the role turbulent kinetic-energy production within the logarithmic layer plays in the turbulence-induced excess friction (§ 4). This is consistent with the well-established general importance of the logarithmic layer in high-Reynolds-number dynamics, and the specific case of mean skin friction is quantified here for the first time by the new decomposition. It is noted that a significantly smaller role is suggested by the FIK identity (1.7). Some implications for drag reduction strategies are discussed. Finally, the decomposition is generalised in appendix C to the pressure-gradient case, and to channel and pipe flows.
2. Physical decomposition of mean skin friction generation in zero-pressure-gradient boundary layers
An incompressible zero-pressure-gradient smooth-flat-plate boundary layer is considered here, with free-stream velocity
$U_{\infty }$
towards
$x>0$
and zero instantaneous streamwise velocity at the wall (
$u(y=0)=0$
), but free wall-normal and spanwise velocities
$v(y=0)$
and
$w(y=0)$
(allowing blowing/suction). The flow is assumed to be statistically stationary in time (in the reference frame of the wall) and statistically homogeneous along the spanwise direction
$(z)$
. A reference frame where the wall is moving is sought so that the skin friction develops a non-zero power visible in a mean kinetic-energy budget (see the Introduction). Further, this budget should not be restricted to the conventional boundary-layer thickness, because directly taking into account the turbulent fluctuations even if they are located above
$y={\it\delta}$
is one of the motivations for a decomposition different from the FIK identity (1.7). To involve all wall distances in the budget, a finite (per unit wall area) mean streamwise kinetic energy should be contained above the wall. This is the case in an absolute reference frame moving together with the undisturbed fluid at
$U_{\infty }$
towards
$x>0$
with respect to the wall (see figure 1). The absolute-frame coordinates
$x_{A},y_{A},t_{A}$
and velocities
$u_{A},v_{A}$
are related to the coordinates
$x,y,t$
and velocities
$u,v$
in the usual frame (attached to the wall) by the following equations:
In the absolute frame, the wall is moving at
$-U_{\infty }$
along
$x_{A}$
and the undisturbed fluid outside the boundary layer has no streamwise velocity (
$u_{A}=0$
). Since
$U_{\infty }$
is constant, the absolute frame is inertial and pressure coincides in both frames (
$p_{A}=p$
).
Sketch of mean streamwise kinetic energy (
$K_{A}$
) in an absolute reference frame.
Assuming the boundary-layer hypothesis and the validity of the boundary-layer equations (also with a possible wall blowing/suction), the mean streamwise momentum equation in the usual frame reads:
where the Reynolds average
$\langle \cdot \rangle$
, seen as an ensemble average, coincides in both frames, and
$\cdot ^{\prime }$
is the fluctuation. The mean material derivative, if applied to mean quantities, is
$\overline{\text{D}}/\overline{\text{D}}t=\langle u\rangle \partial /\partial x+\langle v\rangle \partial /\partial y$
, as the mean flow is steady in the usual frame. The mean material derivative coincides in both frames, by definition and because time is not affected by the frame transformation (
$t_{A}=t$
). When applied to mean quantities, it can be written as:
where it is emphasized that the mean flow is unsteady in the absolute frame because of its streamwise heterogeneity.
In the absolute frame, the momentum equation (2.2) becomes:
where the total shear stress is
${\it\tau}/{\it\rho}={\it\nu}(\partial \langle u\rangle /\partial y)-\langle u^{\prime }v^{\prime }\rangle ={\it\nu}(\partial \langle u_{A}\rangle /\partial y_{A})-\langle u_{A}^{\prime }v_{A}^{\prime }\rangle$
. Multiplying by
$\langle u_{A}\rangle$
brings the budget of the absolute-frame mean streamwise kinetic energy
$K_{A}=\langle u_{A}\rangle ^{2}/2$
:
$$\begin{eqnarray}\underbrace{\frac{\overline{\text{D}}K_{A}}{\overline{\text{D}}t}}_{\substack{ \text{variation of }K_{A} \\ \text{with boundary} \\ \text{layer growth} \\ {\hookrightarrow}C_{f,c}(2.6)}}=\underbrace{\langle u_{A}\rangle \frac{\partial }{\partial y_{A}}\left(\frac{{\it\tau}}{{\it\rho}}\right)}_{\substack{ \text{power of viscous} \\ \text{and turbulent efforts} \\ {\hookrightarrow}C_{f,c}(2.8)}}=\underbrace{\frac{\partial }{\partial y_{A}}\left(\langle u_{A}\rangle \frac{{\it\tau}}{{\it\rho}}\right)}_{\substack{ \text{viscous and turbulent} \\ \text{diffusion of }K_{A} \\ {\hookrightarrow}C_{f}(2.6),(2.8)}}\underbrace{-{\it\nu}\left(\frac{\partial \langle u_{A}\rangle }{\partial y_{A}}\right)^{2}}_{\substack{ \text{direct dissipation} \\ \text{of }K_{A} \\ {\hookrightarrow}C_{f,a}(2.6),(2.8)}}+\underbrace{\langle u_{A}^{\prime }v_{A}^{\prime }\rangle \frac{\partial \langle u_{A}\rangle }{\partial y_{A}}}_{\substack{ \text{`dissipation' of }K_{A} \\ \text{by turbulent kinetic} \\ \text{energy production} \\ {\hookrightarrow}C_{f,b}(2.6),(2.8)}},\end{eqnarray}$$
where diffusive and dissipative terms have been split. The mean streamwise kinetic-energy budget (2.5) is integrated over all
$y_{A}\geqslant 0$
(using the conditions
$\langle u_{A}\rangle (y_{A}=0)=-U_{\infty }$
and
$u_{A}^{\prime }(y_{A}=0)=0$
implied by the assumption
$u(y=0)=0$
) and non-dimensionalised by
$U_{\infty }^{3}/2$
to obtain a local (in
$x_{A}$
) decomposition of the mean skin friction coefficient
$C_{f}={\it\tau}(y_{A}=0)/(1/2{\it\rho}U_{\infty }^{2})$
(1.1), involving physical phenomena occurring at all wall distances:
$$\begin{eqnarray}C_{f}=\underbrace{\frac{2}{U_{\infty }^{3}}\int _{0}^{\infty }{\it\nu}\left(\frac{\partial \langle u_{A}\rangle }{\partial y_{A}}\right)^{2}\,\text{d}y_{A}}_{C_{f,a}}+\underbrace{\frac{2}{U_{\infty }^{3}}\int _{0}^{\infty }-\langle u_{A}^{\prime }v_{A}^{\prime }\rangle \frac{\partial \langle u_{A}\rangle }{\partial y_{A}}\,\text{d}y_{A}}_{C_{f,b}}+\underbrace{\frac{2}{U_{\infty }^{3}}\int _{0}^{\infty }\frac{\overline{\text{D}}K_{A}}{\overline{\text{D}}t}\,\text{d}y_{A}}_{C_{f,c}}.\end{eqnarray}$$
The origin of each term is emphasized in the mean streamwise kinetic energy budget (2.5). The energy transfers seen here in the absolute reference frame (attached to the undisturbed outer fluid) differ significantly from the common analysis performed in the usual reference frame (attached to the wall).
$C_{f}$
represents the mean power supplied by the wall to the fluid in the absolute frame, diffusing through the boundary-layer profile with a direct (i.e. viscous) dissipation (
$C_{f,a}$
) and with ‘dissipation’ by all the production of turbulent kinetic energy at
$x_{A}$
(
$C_{f,b}$
). The term
$C_{f,b}$
does not necessarily coincide with turbulent dissipation, and it is not properly speaking a dissipation term, since turbulent kinetic energy (TKE) production is not associated with irreversible entropy creation.
$C_{f,c}$
represents the rate at which absolute-frame mean streamwise kinetic energy is gained by the fluid, i.e. the part of mean skin friction power not dissipated into heat and turbulent kinetic energy. Consequently,
$C_{f,c}/C_{f}$
is the efficiency of the wall supplying mean streamwise kinetic energy to the fluid in the absolute frame.
$C_{f,a}$
and
$C_{f,c}$
directly depend on the mean field only, whereas
$C_{f,b}$
explicitly depends on the turbulent fluctuations, suggesting that
$C_{f,b}$
represents the turbulence-induced excess friction (but the other terms indirectly depend on turbulence through its effect on the mean field). If integrated over
$x_{A}$
, the decomposition with zero pressure gradient is consistent with the global drag decomposition mathematically derived by Drela (Reference Drela2009) with perturbation velocities in the usual (wall) frame.
Although the decomposition (2.6) has its physical interpretation rooted in the absolute reference frame, for its practical use, it is more conveniently rewritten as a function of the usual (wall) reference frame variables. Invoking (2.3) together with the definitions
$K_{A}=1/2\langle u_{A}\rangle ^{2}$
and
$u_{A}=u-U_{\infty }$
leads to:
$$\begin{eqnarray}\displaystyle C_{f} & = & \displaystyle \underbrace{\frac{2}{U_{\infty }^{3}}\int _{0}^{\infty }{\it\nu}\left(\frac{\partial \langle u\rangle }{\partial y}\right)^{2}\,\text{d}y}_{C_{f,a}}+\underbrace{\frac{2}{U_{\infty }^{3}}\int _{0}^{\infty }-\langle u^{\prime }v^{\prime }\rangle \frac{\partial \langle u\rangle }{\partial y}\,\text{d}y}_{C_{f,b}}\nonumber\\ \displaystyle & & \displaystyle +\,\underbrace{\frac{2}{U_{\infty }^{3}}\int _{0}^{\infty }(\langle u\rangle -U_{\infty })\left(\langle u\rangle \frac{\partial \langle u\rangle }{\partial x}+\langle v\rangle \frac{\partial \langle u\rangle }{\partial y}\right)\,\text{d}y}_{C_{f,c}},\end{eqnarray}$$
where it clearly appears that
$C_{f,c}$
represents the spatial growth of the flow, which is interpreted as the rate of gain of mean streamwise kinetic energy by the fluid in the absolute frame. However, the numerical assessment of the explicit streamwise derivative contained in
$C_{f,c}$
(2.7) may cause difficulties, and the needed
$x$
-dependent information is not always included in experimental or numerical datasets. Moreover, most of the established self-similarity properties describe local (in
$x$
) profiles rather than their streamwise evolution. The explicit dependence of
$C_{f,c}$
on
$x$
-derivatives may be avoided, using (2.5) to relate the spatial growth to the wall-normal variations of total shear stress. Equation (2.6) is finally rewritten as a function of the usual frame variables in a form that only depends on well-documented profiles at the considered streamwise station (the origin of each term is indicated in (2.5)):
$$\begin{eqnarray}\displaystyle C_{f} & = & \displaystyle \underbrace{\frac{2}{U_{\infty }^{3}}\int _{0}^{\infty }{\it\nu}\left(\frac{\partial \langle u\rangle }{\partial y}\right)^{2}\,\text{d}y}_{C_{f,a}}+\underbrace{\frac{2}{U_{\infty }^{3}}\int _{0}^{\infty }-\langle u^{\prime }v^{\prime }\rangle \frac{\partial \langle u\rangle }{\partial y}\,\text{d}y}_{C_{f,b}}\nonumber\\ \displaystyle & & \displaystyle +\,\underbrace{\frac{2}{U_{\infty }^{3}}\int _{0}^{\infty }(\langle u\rangle -U_{\infty })\frac{\partial }{\partial y}\left(\frac{{\it\tau}}{{\it\rho}}\right)\,\text{d}y}_{C_{f,c}}.\end{eqnarray}$$
The resulting decomposition (2.8) is purely local in
$x$
since the term
$C_{f,c}$
(2.8) no longer explicitly involves a streamwise derivative. The spatial growth of the flow is still represented by
$C_{f,c}$
(2.8), since it may also be written as in (2.7) (using (2.5) or (2.2)). Moreover, the integrands vary in the streamwise direction, and so does
$C_{f}$
. Equations (2.6)–(2.8) are three ways of writing the same decomposition
$C_{f}=C_{f,a}+C_{f,b}+C_{f,c}$
and may be used equivalently, as the integrands of each term locally coincide (note that this is similar to the FIK identity which has two equivalent forms (1.5) and (1.7)). The last form (2.8) will be preferred for the practical evaluation of the decomposition, while the first form (2.6) should be kept in mind when the physical interpretation of the decomposition is considered. Assuming that the TKE production term is non-negative and that the total shear stress is a non-increasing function of wall distance (so that
$(U_{\infty }-\langle u\rangle )(\partial /\partial y)({\it\tau}/{\it\rho})\leqslant 0$
), the form (2.8) involving usual flow variables may be used to conclude that the integrands of all three terms are non-negative at all
$y$
, as will be seen in figures 2 and 5, so that the efficiency
$C_{f,c}/C_{f}$
satisfies:
In its (2.8) form, the decomposition could be directly derived from the second equation (2.5) relating shear stresses (total, viscous and Reynolds stresses). This short route, enabling a very quick and simple derivation of the present decomposition, is established in appendix B. However, the physical interpretation requires the explicit consideration of the absolute-frame mean streamwise kinetic energy
$K_{A}$
, whose budget (2.5) naturally leads to the first form (2.6) of the decomposition.
Considering the global budgets of mean streamwise kinetic energy in the usual frame (attached to the wall)
$K=\langle u\rangle ^{2}/2$
, as found in textbooks such as Hinze (Reference Hinze1959), and also in the absolute frame
$K_{A}=\langle u_{A}\rangle ^{2}/2$
(2.6), leads to the following relation:
$$\begin{eqnarray}C_{f}=\underbrace{-\frac{2}{U_{\infty }^{3}}\int _{0}^{\infty }\frac{\overline{\text{D}}K}{\overline{\text{D}}t}\,\text{d}y}_{C_{f,a}+C_{f,b}}+\underbrace{\frac{2}{U_{\infty }^{3}}\int _{0}^{\infty }\frac{\overline{\text{D}}K_{A}}{\overline{\text{D}}t}\,\text{d}y}_{C_{f,c}}=\frac{2}{U_{\infty }^{3}}\int _{0}^{\infty }\frac{\overline{\text{D}}}{\overline{\text{D}}t}(K_{A}-K)\,\text{d}y,\end{eqnarray}$$
where the fact that direct dissipation and TKE production are the same in both frames has been used. This equation illustrates the importance of the choice of the reference frame. Indeed, mean skin friction does not appear in the usual-frame budget of
$K$
(Hinze Reference Hinze1959) but it is present in the absolute-frame budget of
$K_{A}$
(2.6).
Integrands of the mean skin friction generation decomposition (2.8) rewritten in the laminar zero-pressure-gradient boundary layer (3.1) from the Blasius solution (Schlichting Reference Schlichting1968).
$0.612(\partial (\langle u\rangle /U_{\infty })/\partial (y/{\it\delta}))^{2}$
: integrand of
$C_{f,a,lam}$
(blue);
$(\langle u\rangle /U_{\infty }-1)(\partial /\partial (y/{\it\delta}))(({\it\tau}/{\it\rho})^{+})$
: integrand of
$C_{f,c,lam}$
(red); both normalised by the total
$C_{f,lam}$
.
Even though the FIK identity (1.7) and the present decomposition (2.8) share undeniable similarities, their derivations are fundamentally different. The FIK decomposition results from integrating by parts three times a momentum budget in the usual frame (appendix A), whereas the present decomposition is obtained by only one integration of a kinetic-energy budget in an absolute frame. The physical interpretation of this unique integration is straightforward, as it provides the global budget for the whole boundary-layer profile from the local (in
$y_{A}$
) budget (2.5). Moreover, splitting the diffusive and dissipative terms before integrating the local budget is equivalent to integrating
$\langle u_{A}\rangle (\partial /\partial y_{A})({\it\tau}/{\it\rho})$
by parts, showing that this integration by parts mathematically represents the derivation of the present decomposition and has the clear physical meaning of distinguishing between diffusive and dissipative contributions to the global budget.
The upper bound of the integrals of the present decomposition (2.8) is not limited to
$y={\it\delta}$
, contrary to the FIK identity (1.7), meaning that the turbulent fluctuations located in the whole boundary-layer profile are explicitly taken into account by
$C_{f,b}$
in (2.8), whereas only the fluctuations at
$y\leqslant {\it\delta}$
are present in
$C_{f,II}$
(1.7). Besides,
$C_{f,b}$
(2.8) represents the integral of the turbulent kinetic-energy production distribution, which may also be seen as the distribution of Reynolds shear stress weighted by the mean velocity gradient. This weight increases when the wall distance decreases, so that the closer to the wall, the larger the effect of a Reynolds-shear-stress-carrying turbulent fluctuation on mean skin friction. This conclusion was already obtained from the
$C_{f,II}$
term of the FIK identity (1.7), but with a different (linear) increase of the weight function when the wall distance decreases. The mean velocity gradient weight in the present
$C_{f,b}$
(2.8) has an obvious physical interpretation since the product is equal to turbulent kinetic-energy production, contrary to the linearly-weighted Reynolds shear stress involved in
$C_{f,II}$
(1.7) where neither the linear weight function
$(1-y/{\it\delta})$
nor the obtained distribution correspond to the profile of a physical quantity known to the authors in a zero-pressure-gradient flat-plate turbulent boundary layer.
The above discussion shows that the present decomposition (2.8) addresses some of the issues raised in the introduction related to the FIK identity (1.7). However, at first sight the difficulties to use the FIK identity in spatially-developing flows, related to the
$C_{f,III}$
(1.7) term and to the indirect relation between the turbulence-induced excess friction and
$C_{f,II}$
(1.7), as discussed in the introduction, may similarly be encountered with the present decomposition. The term
$C_{f,c}$
(2.8), which represents the spatial growth of the boundary layer (as seen in the form (2.7)), depends on the turbulent fluctuations (even though this dependence is only implicit if
$C_{f,c}$
is written in the forms (2.6) or (2.7)). Consequently, a direct and explicit link between the term
$C_{f,b}$
(2.8) and the turbulence-induced excess friction cannot be established without further analysis. In the case of the FIK identity (1.7), the difficulty cannot be fully overcome because
$C_{f,III}$
(1.7) does not become negligible compared with
$C_{f,II}$
at high Reynolds numbers, as shown by Deck et al. (Reference Deck, Renard, Laraufie and Weiss2014). In order to better understand the relative importance of
$C_{f,b}$
and
$C_{f,c}$
(2.8), the Reynolds-number dependence of the present decomposition (2.8) is discussed in the following. It will then be shown how the issue related to the term
$C_{f,c}$
may be addressed.
3. Reynolds-number effect on mean skin friction generation
We investigate here the Reynolds-number effect on the skin friction decomposition (2.8) in the smooth-flat-plate zero-pressure-gradient laminar and turbulent boundary layers, with no-slip velocities at the impermeable wall (
$u=v=w=0$
at
$y=0$
).
3.1. Laminar zero-pressure-gradient boundary layer
In the laminar zero-pressure-gradient case, assuming that the flow is the self-similar Blasius solution and using its numerical approximation by Schlichting (Reference Schlichting1968), (2.8) becomes:
$$\begin{eqnarray}\displaystyle C_{f,lam} & = & \displaystyle \underbrace{C_{f,lam}\cdot \int _{0}^{\infty }0.612\left(\frac{\partial (\langle u\rangle /U_{\infty })}{\partial (y/{\it\delta})}\right)^{2}\,\text{d}(y/{\it\delta})}_{C_{f,a,lam}}\nonumber\\ \displaystyle & & \displaystyle +\,\underbrace{C_{f,lam}\cdot \int _{0}^{\infty }\left(\frac{\langle u\rangle }{U_{\infty }}-1\right)\frac{\partial }{\partial (y/{\it\delta})}\left(\left(\frac{{\it\tau}}{{\it\rho}}\right)^{+}\right)\,\text{d}(y/{\it\delta})}_{C_{f,c,lam}},\end{eqnarray}$$
where quantities non-dimensionalised by the wall values are denoted by
$\bullet ^{+}$
, the expression for
$C_{f,a,lam}$
is obtained using the relation
$C_{f,lam}\approx 3.267/Re_{{\it\delta}}$
, leading to the factor
$0.612\approx 2/3.267$
and the expression for
$C_{f,c,lam}$
is obtained using the relation
$C_{f,lam}=({\it\tau}/{\it\rho})(y=0)/(1/2\,U_{\infty }^{2})$
. Figure 2 shows the normalised integrands of
$C_{f,a,lam}$
and
$C_{f,c,lam}$
. The area below the integrand of
$C_{f,a,lam}$
is proportional to the rate of heat gained by the fluid by direct dissipation in this laminar flow. The area below the integrand of
$C_{f,c,lam}$
is proportional to the rate of absolute-frame mean streamwise kinetic energy gained by the fluid. The total area below both laminar integrands is proportional to the power supplied by the wall to the fluid in the absolute frame, through skin friction. The Reynolds-number invariance of the laminar integrands of (3.1), illustrated by figure 2 (which represents the profiles at any Reynolds number), implies that the ratio
$C_{f,c,lam}/C_{f,lam}$
is constant. Consequently, the laminar efficiency (
$C_{f,c,lam}/C_{f,lam}\approx 0.214$
) at which the fluid gains mean streamwise kinetic energy from the work done in the absolute reference frame by the friction force exerted by the moving wall is Reynolds-number invariant, consistent with the assumption of a self-similar flow. It is low, which is not surprising for viscous entrainment. Little kinetic energy is gained near the wall, and more in the core of the profile (see the integrand of
$C_{f,c,lam}$
in figure 2). The direct dissipation of the lost fraction (
$C_{f,a,lam}/C_{f,lam}\approx 0.786$
) is especially high near the wall, but both processes widely overlap (figure 2).
Dependence of the decomposition of
$C_{f}$
(2.8) on the friction Reynolds number
$Re_{{\it\tau}}$
in the turbulent zero-pressure-gradient boundary layer. DNS by Sillero, Jimenez & Moser (Reference Sillero, Jimenez and Moser2013) (see also Sillero, Jimenez & Moser Reference Sillero, Jimenez and Moser2014) and Schlatter & Örlü (Reference Schlatter and Örlü2010). Wall-resolved LES by Eitel-Amor, Örlü & Schlatter (Reference Eitel-Amor, Örlü and Schlatter2014). RANS simulations with Jones & Launder (Reference Jones and Launder1972)
$k$
–
${\it\epsilon}$
(JL) model and Michel, Quémard & Durant (Reference Michel, Quémard and Durant1969) model.
$C_{f}$
plotted in logarithmic scale in the inset.
3.2. Turbulent zero-pressure-gradient boundary layer
The impact of the friction Reynolds number (
$Re_{{\it\tau}}={\it\delta}u_{{\it\tau}}/{\it\nu}$
,
${\it\tau}/{\it\rho}\,(y=0)=u_{{\it\tau}}^{2}$
) on the decomposition (2.8) is assessed in the turbulent case in figure 3. Direct numerical simulation (DNS) and wall-resolved large-eddy simulation datasets are used together with high-Reynolds-number Reynolds-averaged Navier–Stokes (RANS) simulations from the ONERA boundary-layer code CLICET (Aupoix Reference Aupoix2010). This code has been used in studies such as Aupoix & Spalart (Reference Aupoix and Spalart2003) and the grid convergence is checked. Two very different RANS modelling strategies are considered, the Jones & Launder (Reference Jones and Launder1972)
$k$
–
${\it\epsilon}$
(JL) model and the Michel et al. (Reference Michel, Quémard and Durant1969) mixing-length model further described in Cousteix (Reference Cousteix1989).
Figure 3 shows that the efficiency
$C_{f,c}/C_{f}$
is smaller than in the laminar case (it is even smaller than
$0.15$
at all the Reynolds numbers shown in this figure). The production term
$C_{f,b}$
has the slowest decay and gets close to
$C_{f}$
at very high Reynolds numbers, as may be seen in the inset where
$C_{f}$
is plotted in logarithmic scale.
Dependence on the friction Reynolds number
$Re_{{\it\tau}}$
of the functions
$A(Re_{{\it\tau}})$
(blue),
$B(Re_{{\it\tau}})$
(green) and
$C(Re_{{\it\tau}})$
(red) defined in the form (3.2) of (2.8), and of the zonal functions
$B_{1}(Re_{{\it\tau}})$
,
$B_{2}(Re_{{\it\tau}})$
,
$B_{3}(Re_{{\it\tau}})$
defined in (3.3), as predicted by the RANS simulations with the Jones & Launder (Reference Jones and Launder1972)
$k$
–
${\it\epsilon}$
(JL) model and the Michel et al. (Reference Michel, Quémard and Durant1969) model. The theoretical prediction shown for
$B_{2}(Re_{{\it\tau}})$
represents (3.4).
The integrands of (2.8) are non-dimensionalised according to high-Reynolds-number self-similarity in the inner layer (in wall units) and in the outer layer (commonly assumed universal profiles
$(U_{\infty }-\langle u\rangle )/u_{{\it\tau}}(y/{\it\delta})$
and
${\it\tau}^{+}(y/{\it\delta})$
at high Reynolds numbers, George (Reference George2006)), using the relations
$\sqrt{C_{f}/2}=u_{{\it\tau}}/U_{\infty }$
and
${\it\tau}/{\it\rho}\,(y=0)=u_{{\it\tau}}^{2}$
:
$$\begin{eqnarray}\displaystyle C_{f}=C_{f}\sqrt{\frac{C_{f}}{2}} & & \displaystyle \left(\underbrace{\int _{0}^{\infty }\left(\frac{\partial \langle u\rangle ^{+}}{\partial y^{+}}\right)^{2}\,\text{d}y^{+}}_{A(Re_{{\it\tau}})}+\underbrace{\int _{0}^{\infty }-\langle u^{\prime }v^{\prime }\rangle ^{+}\frac{\partial \langle u\rangle ^{+}}{\partial y^{+}}\,\text{d}y^{+}}_{B(Re_{{\it\tau}})}\right.\nonumber\\ \displaystyle & & \displaystyle \left.+\underbrace{\int _{0}^{\infty }\frac{\langle u\rangle -U_{\infty }}{u_{{\it\tau}}}\frac{\partial }{\partial (y/{\it\delta})}\left(\left(\frac{{\it\tau}}{{\it\rho}}\right)^{+}\right)\,\text{d}(y/{\it\delta})}_{C(Re_{{\it\tau}})}\right).\end{eqnarray}$$
Direct dissipation (represented by
$C_{f,a}$
in (2.8), i.e.
$C_{f}\sqrt{C_{f}/2}\,A(Re_{{\it\tau}})$
in (3.2)) occurs mostly in the inner layer where most of the mean gradients are concentrated, as will be seen in figure 5. The inner-layer universal wall law
$\langle u\rangle ^{+}(y^{+})$
implies that
$A(Re_{{\it\tau}})\underset{Re_{{\it\tau}}\rightarrow \infty }{\rightarrow }A_{\infty }$
, as will be illustrated by figure 4. As for
$C_{f,c}$
(i.e.
$C_{f}\sqrt{C_{f}/2}\,C(Re_{{\it\tau}})$
in (3.2)), the total shear stress significantly varies only in the outer layer, where the assumed universal laws
$(U_{\infty }-\langle u\rangle )/u_{{\it\tau}}(y/{\it\delta})$
and
${\it\tau}^{+}(y/{\it\delta})$
imply that
$C(Re_{{\it\tau}})\underset{Re_{{\it\tau}}\rightarrow \infty }{\rightarrow }C_{\infty }$
(figure 4).
Premultiplied integrands of the friction generation decomposition (2.8) non-dimensionalised in (3.2), in the zero-pressure-gradient turbulent boundary layer.
$y^{+}(\partial \langle u\rangle ^{+}/\partial y^{+})^{2}$
: premultiplied integrand of
$C_{f,a}$
(blue);
$y^{+}P^{+}=-y^{+}\langle u^{\prime }v^{\prime }\rangle ^{+}(\partial \langle u\rangle ^{+}/\partial y^{+})=-y/{\it\delta}\,\langle u^{\prime }v^{\prime }\rangle ^{+}(\partial \langle u\rangle ^{+}/\partial (y/{\it\delta}))$
: premultiplied integrand of
$C_{f,b}$
(green);
$(y/{\it\delta})((\langle u\rangle -U_{\infty })/u_{{\it\tau}})(\partial /\partial (y/{\it\delta}))(({\it\tau}/{\it\rho})^{+})$
: premultiplied integrand of
$C_{f,c}$
(red); all three integrands normalised by
$C_{f}\sqrt{C_{f}/2}$
. Symbols: DNS by Sillero et al. (Reference Sillero, Jimenez and Moser2013) at
$Re_{{\it\theta}}=6500$
(
$Re_{{\it\tau}}=1989$
). Lines: RANS simulations at
$Re_{{\it\tau}}=2000$
,
$Re_{{\it\tau}}=10^{5}$
and
$Re_{{\it\tau}}=10^{6}$
(Michel et al. (Reference Michel, Quémard and Durant1969) model).
Concerning
$C_{f,b}$
(i.e.
$C_{f}\sqrt{C_{f}/2}\,B(Re_{{\it\tau}})$
in (3.2)), since turbulent kinetic-energy production is significantly present in both the inner and outer layers, this term is split into three zones separated by
$y^{+}=100$
and
$y/{\it\delta}=0.1$
:
$$\begin{eqnarray}\displaystyle B(Re_{{\it\tau}}) & = & \displaystyle \underbrace{\int _{0}^{100}-\langle u^{\prime }v^{\prime }\rangle ^{+}\frac{\partial \langle u\rangle ^{+}}{\partial y^{+}}\,\text{d}y^{+}}_{B_{1}(Re_{{\it\tau}})}+\underbrace{\int _{100}^{0.1Re_{{\it\tau}}}-\langle u^{\prime }v^{\prime }\rangle ^{+}\frac{\partial \langle u\rangle ^{+}}{\partial y^{+}}\,\text{d}y^{+}}_{B_{2}(Re_{{\it\tau}})}\nonumber\\ \displaystyle & & \displaystyle +\,\underbrace{\int _{0.1}^{\infty }-\langle u^{\prime }v^{\prime }\rangle ^{+}\frac{\partial \langle u\rangle ^{+}}{\partial (y/{\it\delta})}\,\text{d}(y/{\it\delta})}_{B_{3}(Re_{{\it\tau}})}.\end{eqnarray}$$
The assumed inner-layer universal law implies that
$B_{1}(Re_{{\it\tau}})\underset{Re_{{\it\tau}}\rightarrow \infty }{\rightarrow }B_{1\infty }$
whereas the assumed outer-layer universal laws imply that
$B_{3}(Re_{{\it\tau}})\underset{Re_{{\it\tau}}\rightarrow \infty }{\rightarrow }B_{3\infty }$
. As for the layer
$100\leqslant y^{+}\leqslant 0.1Re_{{\it\tau}}$
, assuming that a logarithmic velocity profile
$\partial \langle u\rangle ^{+}/\partial y^{+}=1/({\it\kappa}y^{+})$
exists at least in this region together with an approximately constant Reynolds shear stress
$-\langle u^{\prime }v^{\prime }\rangle ^{+}\approx 1$
leads to
$B_{2}(Re_{{\it\tau}})\approx 1/{\it\kappa}(\ln (0.1Re_{{\it\tau}})-\ln (100))$
, that is:
The theoretical trends predicted for the functions
$A(Re_{{\it\tau}})$
,
$B(Re_{{\it\tau}})$
,
$B_{1}(Re_{{\it\tau}})$
,
$B_{2}(Re_{{\it\tau}})$
,
$B_{3}(Re_{{\it\tau}})$
and
$C(Re_{{\it\tau}})$
defined in (3.2) and (3.3) are in excellent agreement with both RANS models, as illustrated by figure 4. This is not a surprising result, because the construction of the RANS models involves the same assumptions as some of the assumptions used here to analyse (3.2). However, different assumptions could be used for the study of (2.8), such as the existence of a power law rather than of a logarithmic law, because these assumptions are not needed to derive the decomposition (2.8) and have been invoked only when discussing the theoretical high-Reynolds-number trends of the decomposition. If a RANS model based on a power-law assumption was used, one may expect the results to be in agreement with a theoretical analysis of the trends of (2.8) based on a power-law assumption. This has however not been tested here because of the wide agreement on the existence of a logarithmic law in flat-plate boundary layers, and because RANS models are usually based on the logarithmic-law assumption, not on a power law.
The asymptotic trends of (3.2) predicted by theory and illustrated in figure 4 suggest that
$C_{f,a}$
,
$C_{f,b,1}$
(part of
$C_{f,b}$
corresponding to
$0\leqslant y^{+}\leqslant 100$
),
$C_{f,b,3}$
(part of
$C_{f,b}$
corresponding to
$y/{\it\delta}\geqslant 0.1$
) and
$C_{f,c}$
behave proportionally to
$C_{f}^{3/2}$
for
$Re_{{\it\tau}}\rightarrow \infty$
, while the dominant term
$C_{f,b,2}$
behaves as
$C_{f}$
, consistent with figure 3.
$C_{f,c}/C_{f}$
vanishes for
$Re_{{\it\tau}}\rightarrow \infty$
, contrary to the constant laminar efficiency. The almost invariant
$B_{1}$
in figure 4 represents turbulent kinetic energy production in the buffer layer, which is the zone of largest contribution to
$C_{f,b}$
at low Reynolds numbers, consistent with Orlandi & Jiménez (Reference Orlandi and Jiménez1994), but is dominated by the logarithmic layer (
$B_{2}$
) at high Reynolds numbers, whose increasing relative contribution to turbulent kinetic-energy production has been emphasized by Marusic et al. (Reference Marusic, Mathis and Hutchins2010) (see further discussions by Smits et al. (Reference Smits, McKeon and Marusic2011) and Jiménez (Reference Jiménez2013)).
The wall-normal decomposition of skin friction (2.8) is detailed in figure 5 with the non-dimensionalisation adopted in (3.2). The area below the premultiplied integrands of the normalised
$C_{f,a}$
,
$C_{f,b}$
and
$C_{f,c}$
in semi-logarithmic scale is proportional to the contribution to
$C_{f}$
. These areas represent the rate of heat gained by the fluid because of the strain rate of mean velocity, the rate of turbulent kinetic energy gained by the fluid by production and the rate of absolute-frame mean streamwise kinetic energy
$K_{A}$
gained by the fluid, respectively. The total area below all three integrands represents the mean power supplied by the wall to the fluid through skin friction in the absolute frame. Some of it is dissipated by viscous mean gradients (rate of heat gained by the fluid because of the strain rate of mean velocity) mostly near the wall. It is also dissipated by turbulent kinetic-energy production in the buffer layer and in the logarithmic layer (rate of turbulent kinetic energy gained by the fluid) during its diffusion in near-constant total shear-stress layers towards the wake region. In the wake region, further dissipation occurs (mainly into turbulent kinetic energy). The remaining mean streamwise kinetic energy
$K_{A}$
is gained by the fluid at a non-zero rate wherever the total shear stress varies, i.e. in particular in the wake region. Figure 5 illustrates the inner and outer-layer self-similarity (quasi-invariance of normalised integrands with respect to the Reynolds number). Contrasting with the overlapping areas of significant direct dissipation and rate of gain of
$K_{A}$
in the laminar case (figure 2), in the turbulent case there is a widening separation, when the Reynolds number increases, between direct dissipation, occurring mostly near the wall, and the rate of gain of
$K_{A}$
, a significant part of which occurs in the wake region. In between, the inner-scaled width of the logarithmic layer increases with
$Re_{{\it\tau}}$
and results in the evolution of
$B_{2}(Re_{{\it\tau}})$
shown in figure 4. The logarithmic layer may be seen as a widening intermediate zone where the rate of gain of
$K_{A}$
is small (because the total shear stress is nearly constant) while
$K_{A}$
is dissipated during its diffusion towards the wake region, where the rate of gain of
$K_{A}$
is significant. This emphasizes the role of the logarithmic layer in the vanishing efficiency
$C_{f,c}/C_{f}\underset{Re_{{\it\tau}}\rightarrow \infty }{\rightarrow }0$
at which
$K_{A}$
is supplied to the fluid by the wall in the turbulent case, unlike its finite constant value in the laminar boundary layer.
4. On the relation between the generation of the turbulence-induced excess friction and turbulent kinetic-energy production in the logarithmic layer
Dividing (3.2) by
$C_{f}\sqrt{C_{f}/2}$
and using the relation
$\sqrt{C_{f}/2}=u_{{\it\tau}}/U_{\infty }$
, the asymptotic trends obtained in § 3.2 lead to:
consistent with the Coles–Fernholz correlation for skin friction and with the logarithmic/wake outer law
$\langle u\rangle ^{+}=1/{\it\kappa}\ln (y^{+})+\mathscr{B}+({\it\Pi}/{\it\kappa})W(y/{\it\delta})$
assessed at
$y={\it\delta}$
(Nagib, Chauhan & Monkewitz (Reference Nagib, Chauhan and Monkewitz2007), where
${\it\delta}$
is specifically defined from the wake law, only here, and such that
$\langle u\rangle (y={\it\delta})=U_{\infty }$
, excluding definitions such as the 99 % thickness that may be considered in the rest of the paper).
The fact that a logarithmic friction law is obtained again illustrates the consistency of the decomposition (2.8) with assumptions made to analyse its integrands (e.g. logarithmic law). Any assumption can be made in the analysis of the decomposition (2.8), because no such assumption has been made to obtain (2.8). Moreover, the straightforward physical interpretation of the decomposition explains the close relation between the assumption (logarithmic growth of the inner-scaled turbulent kinetic-energy production contained within the logarithmic layer) and the resulting logarithmic friction law. On the contrary, it does not seem possible to the authors to predict a logarithmic friction law by inserting the assumption of the existence of a logarithmic layer into the FIK decomposition (1.7), especially because
$C_{f,II}$
(1.7) does not explicitly involve the mean velocity profile.
Equation (4.1) is dominated by the behaviour of the production of turbulent kinetic energy in the logarithmic layer represented by
$B_{2}(Re_{{\it\tau}})\underset{Re_{{\it\tau}}\rightarrow \infty }{=}1/{\it\kappa}\ln (Re_{{\it\tau}})+B_{2\infty }+o(1)$
, leading to
$C_{f}/2\underset{Re_{{\it\tau}}\rightarrow \infty }{{\sim}}({\it\kappa}/\ln (Re_{{\it\tau}}))^{2}$
, showing together with (3.2) and (3.3) that
$C_{f,a}/C_{f}$
,
$C_{f,b,1}/C_{f}$
,
$C_{f,b,3}/C_{f}$
and
$C_{f,c}/C_{f}$
vanish when
$Re_{{\it\tau}}\rightarrow \infty$
whereas
$C_{f}\underset{Re_{{\it\tau}}\rightarrow \infty }{{\sim}}C_{f,b}\underset{Re_{{\it\tau}}\rightarrow \infty }{{\sim}}C_{f,b,2}$
.
As mentioned in the introduction, the turbulence-induced excess friction may be seen as the difference between the mean skin friction coefficient in the turbulent and in the laminar cases at the same Reynolds number
$Re_{def}$
(1.2). The turbulent and laminar boundary layers may be compared at the same
$Re_{{\it\tau}}$
(chosen as
$Re_{def}$
). The friction coefficient in the laminar case is given by
$C_{f,lam}=5.34/Re_{{\it\tau}}^{2}$
, as estimated from Schlichting (Reference Schlichting1968). From the previous conclusions (especially
$C_{f,turb}/2\underset{Re_{{\it\tau}}\rightarrow \infty }{{\sim}}({\it\kappa}/\ln (Re_{{\it\tau}}))^{2}$
), the turbulence-induced excess friction
$\mathscr{E}\{C_{f}(Re_{{\it\tau}})\}$
(1.2) becomes:
This suggests that
$\mathscr{E}\{C_{f}(Re_{{\it\tau}})\}$
is directly equivalent at very high Reynolds numbers to
$C_{f,b,2}$
, representing turbulent kinetic-energy production in the logarithmic layer. Consequently, the relation between
$\mathscr{E}\{C_{f}\}$
and
$C_{f,b}$
(2.8) is direct. On the contrary, the largest term of the FIK decomposition (1.7),
$C_{f,II}$
, approximately amounts to only 80 % of
$\mathscr{E}\{C_{f}\}$
(Deck et al.
Reference Deck, Renard, Laraufie and Weiss2014), so that the relation between
$\mathscr{E}\{C_{f}\}$
and
$C_{f,II}$
is only indirect and involves
$C_{f,III}$
(1.7). Since the behaviour of
$C_{f,a}$
,
$C_{f,b,1}$
,
$C_{f,b,3}$
and
$C_{f,c}$
(2.8) is approximately proportional to
$C_{f}^{3/2}$
(see § 3.2), their contribution to
$\mathscr{E}\{C_{f}\}$
becomes much smaller than the contribution from
$C_{f,b,2}$
at very high Reynolds numbers. However, each of these terms is itself much larger than the laminar skin friction
$C_{f,lam}$
at the same high value of
$Re_{{\it\tau}}$
.
From an applicative point of view, the turbulence-induced excess friction should rather be considered by comparing the turbulent and laminar cases at the same Reynolds number
$Re_{x}$
based on the streamwise distance from the (possibly virtual) origin. The laminar coefficient
$C_{f,lam}=0.664/\sqrt{Re_{x}}$
decreases with
$Re_{x}$
much faster than the turbulent coefficient
$C_{f,turb}$
(one can show that
$C_{f,turb}/2\underset{Re_{x}\rightarrow \infty }{{\sim}}({\it\kappa}/\ln (Re_{x}))^{2}$
, consistent with Monkewitz, Chauhan & Nagib (Reference Monkewitz, Chauhan and Nagib2007), by applying results of Nagib et al. (Reference Nagib, Chauhan and Monkewitz2007) to the
$C_{f}(Re_{{\it\tau}})$
law (4.1)). Since
$C_{f,turb}(Re_{x})$
dominates
$C_{f,lam}(Re_{x})$
, one may conclude that
$\mathscr{E}\{C_{f}(Re_{x})\}$
(1.2) is equivalent to:
showing again that the turbulence-induced excess friction at very high Reynolds numbers is associated with turbulent kinetic-energy production in the logarithmic layer. However, for the same reasons as with the
$Re_{def}=Re_{{\it\tau}}$
reasoning, the other terms
$C_{f,a}(Re_{x})$
,
$C_{f,b,1}(Re_{x})$
,
$C_{f,b,3}(Re_{x})$
and
$C_{f,c}(Re_{x})$
, even though negligible compared with
$C_{f,b,2}(Re_{x})$
, dominate
$C_{f,lam}(Re_{x})$
at the same
$Re_{x}$
when
$Re_{x}\rightarrow \infty$
. This suggests the relevance of seeking a Reynolds-number definition other than
$Re_{{\it\tau}}$
or
$Re_{x}$
to compare the laminar and turbulent values of
$C_{f}$
.
The turbulent and laminar cases may be considered at the same Reynolds number
$Re_{{\it\delta}_{a}}=(U_{\infty }{\it\delta}_{a})/{\it\nu}$
based on the direct dissipation thickness
${\it\delta}_{a}=1/(\int _{0}^{\infty }(\partial (\langle u\rangle /U_{\infty })/\partial y)^{2}\,\text{d}y)$
defined by Hinze (Reference Hinze1959). Having the same
$Re_{{\it\delta}_{a}}$
is equivalent to having the same
$C_{f,a}=2/Re_{{\it\delta}_{a}}$
by definition of
${\it\delta}_{a}$
and of
$C_{f,a}$
(2.8). Moreover, the ratio
$C_{f,c}/C_{f,a}$
is constant in the laminar boundary layer,
$C_{f,c,lam}/C_{f,a,lam}=0.27$
, as may be seen from the results of § 3.1. In the turbulent case, figure 4 suggests that this ratio has a finite high-Reynolds-number limit
$C_{f,c,turb}/C_{f,a,turb}\underset{Re_{{\it\tau}}\rightarrow \infty }{\rightarrow }C_{\infty }/A_{\infty }\approx 0.35$
. Consequently, in a laminar or in a turbulent boundary layer at the same very high
$Re_{{\it\delta}_{a}}$
,
$C_{f,a}$
(2.8) is the same by definition, and
$C_{f,c}$
(2.8) is of the same order of magnitude, because the constants 0.27 and 0.35 are of the same order of magnitude. The turbulent
$C_{f,a}$
and
$C_{f,c}$
are dominated by
$C_{f,b}$
(2.8) and are comparable to
$C_{f,a,lam}$
and to
$C_{f,c,lam}$
at the same
$Re_{{\it\delta}_{a}}$
. Consequently,
$\mathscr{E}\{C_{f}(Re_{{\it\delta}_{a}})\}$
is close to
$C_{f,b,turb}(Re_{{\it\delta}_{a}})$
, and the difference between them (
$\mathscr{E}\{C_{f}(Re_{{\it\delta}_{a}})\}-C_{f,b,turb}(Re_{{\it\delta}_{a}})$
) does not dominate
$C_{f,lam}(Re_{{\it\delta}_{a}})$
, contrary to the comparisons for
$Re_{def}=Re_{{\it\tau}}$
or
$Re_{x}$
. The comparison of the laminar and turbulent cases with the Reynolds-number definition
$Re_{def}=Re_{{\it\delta}_{a}}$
suggests that the essential physical cause of the turbulence-induced excess friction is the total turbulent kinetic-energy production represented by
$C_{f,b}$
(2.8), which is itself equivalent at high Reynolds numbers to the turbulent kinetic-energy production within the logarithmic layer, represented by
$C_{f,b,2}$
(the difference
$(C_{f,b,turb}(Re_{{\it\delta}_{a}})-C_{f,b,2,turb}(Re_{{\it\delta}_{a}}))$
does not dominate
$C_{f,lam}(Re_{{\it\delta}_{a}})$
either).
The established direct relation between
$C_{f,b}$
(2.8) and
$\mathscr{E}\{C_{f}\}$
addresses the issue identified in the introduction regarding the indirect relation between
$C_{f,II}$
and
$\mathscr{E}\{C_{f}\}$
by the FIK decomposition (1.7). The term
$C_{f,III}$
of the FIK identity (1.7) is non-zero in spatially-developing flows and does not become negligible compared with
$C_{f,II}$
at high Reynolds numbers (see Deck et al.
Reference Deck, Renard, Laraufie and Weiss2014). In the present decomposition (2.8) on the contrary,
$C_{f,b}$
dominates at high Reynolds numbers the other terms of the decomposition, including the non-zero
$C_{f,c}$
term associated with spatial growth.
The dominant role played by the logarithmic-layer dynamics in mean skin friction generation predicted by the present decomposition (2.8) is consistent with the general importance of the logarithmic layer in high Reynolds-number wall-bounded turbulence studied and reviewed by Marusic et al. (Reference Marusic, Mathis and Hutchins2010), Smits et al. (Reference Smits, McKeon and Marusic2011) and Jiménez (Reference Jiménez2013) among others. The present study quantifies for the first time the role of the logarithmic layer in the specific question of mean skin friction. The conclusions agree with the literature on high-Reynolds-number boundary layers, which focused on quantities such as total turbulent kinetic energy production or total turbulent dissipation, not on mean skin friction.
It should be noted that a very different conclusion is obtained from the FIK decomposition (1.7). The relative contribution of the logarithmic layer to the turbulence-induced excess friction at high Reynolds numbers may be assessed according to the FIK identity by decomposing
$C_{f,II}$
(1.7). Indeed, Deck et al. (Reference Deck, Renard, Laraufie and Weiss2014) showed that the turbulence-induced excess friction at high Reynolds number is approximately equal to
$1.25\;C_{f,II}$
. This is a consequence of the ratio
$(C_{f,I}+C_{f,II})/C_{f}$
being close to 0.8 in both the laminar and the high-Reynolds-number turbulent cases, as discussed by Deck et al. (Reference Deck, Renard, Laraufie and Weiss2014), leading to
$\mathscr{E}\{C_{f}(Re_{{\it\alpha}})\}=C_{f,turb}(Re_{{\it\alpha}})-C_{f,lam}(Re_{{\it\alpha}})\approx \mathscr{G}\cdot C_{f,II}(Re_{{\it\alpha}})$
with
$\mathscr{G}\approx 1/0.8=1.25$
as already mentioned in the introduction. The turbulence-induced excess friction may consequently be related to
$C_{f,II}$
only, in an indirect manner. The contribution
$C_{f,II,2}$
of the zone
$100\leqslant y^{+}\leqslant 0.1Re_{{\it\tau}}$
to
$C_{f,II}$
(1.7) is defined as follows:
At high Reynolds numbers, assuming an almost constant Reynolds shear stress
$-\langle u^{\prime }v^{\prime }\rangle \approx u_{{\it\tau}}^{2}$
within this zone, one may write, using the relation
$C_{f}/2=u_{{\it\tau}}^{2}/U_{\infty }^{2}$
:
Besides, since
$C_{f,I}$
is negligible compared with
$C_{f,II}$
in the high-Reynolds-number turbulent boundary layer, the ratio
$C_{f,II}/C_{f}$
is very close to
$(C_{f,I}+C_{f,II})/C_{f}$
, itself close to 0.8. From this result and (4.5), one concludes that the ratio
$C_{f,II,2}/C_{f,II}$
is close to
$0.19/0.8$
at high Reynolds numbers. The zone
$100\leqslant y^{+}\leqslant 0.1Re_{{\it\tau}}$
, whose lower and upper bounds coincide with values typically accepted to define the logarithmic-layer range, consequently contributes only approximately 24 % of
$C_{f,II}$
(1.7) at high Reynolds numbers. Thus the FIK identity predicts that the logarithmic layer is responsible for only one quarter of the turbulence-induced excess friction at asymptotically high Reynolds numbers. The remaining three quarters are mostly contributed by the wake region (this is clearly suggested by figure 16 of Deck et al. (Reference Deck, Renard, Laraufie and Weiss2014), with the premultiplied integrand of
$C_{f,II}$
(1.7),
$y/{\it\delta}\cdot F_{R}=4\,y/{\it\delta}\,(\langle -u^{\prime }v^{\prime }\rangle /U_{\infty }^{2})(1-y/{\it\delta})$
, plotted in semi-logarithmic scales so that the relative contribution to
$C_{f,II}$
is proportional to the area below the curve). The very different wall-normal distributions of the contributions to the turbulence-induced excess friction obtained using the FIK identity (1.7) and the present decomposition (2.8) are related to the significant difference between the linearly-weighted Reynolds shear-stress profile constituting the integrand of
$C_{f,II}$
in the FIK relation (1.7) and the turbulent kinetic-energy production profile which is the integrand of
$C_{f,b}$
in the present decomposition (2.8). The prediction from the FIK decomposition (1.7) that the logarithmic layer would contribute only one quarter of the turbulence-induced excess friction at high Reynolds numbers is not consistent with the well-established dominant role of the logarithmic-layer dynamics at high Reynolds numbers, contrary to the results obtained with the present decomposition (2.8). The straightforward physical interpretation of the present relation (2.8) and the explicit representation of the spatial distribution of the physical phenomena by the integral of the quantities locally representing these phenomena is probably the key to the consistency between the predictions obtained and the known physical properties of high-Reynolds-number boundary layers. These advantages show the interest of the present decomposition as a complementary approach to the FIK identity.
In the presence of an inner-scaled very-near-wall flow control, a new inner law should arise, while the outer universal laws should not be modified. Considering which results of the discussion in § 3.2 are related to the inner law and which are related to the outer laws suggests that only
$A_{\infty }$
and
$B_{1\infty }$
are affected in (4.1), and become
$A_{\infty }+{\rm\Delta}A_{\infty }$
and
$B_{1\infty }+{\rm\Delta}B_{1\infty }$
. Because the control is assumed to be inner scaled,
${\rm\Delta}A_{\infty }$
and
${\rm\Delta}B_{1\infty }$
are Reynolds-number invariant. At the same
$Re_{{\it\tau}}$
,
$U_{\infty }^{+}$
becomes
$U_{\infty }^{+}+{\rm\Delta}U^{+}$
, where
${\rm\Delta}U^{+}={\rm\Delta}A_{\infty }+{\rm\Delta}B_{1\infty }$
is Reynolds-number invariant, a prediction from the present decomposition coinciding with the observed behaviour of inner-scaled roughness or riblets (Jiménez Reference Jiménez2004; García-Mayoral & Jiménez Reference García-Mayoral and Jiménez2011; Spalart & McLean Reference Spalart and McLean2011; Aupoix, Pailhas & Houdeville Reference Aupoix, Pailhas and Houdeville2012; Bannier, Garnier & Sagaut Reference Bannier, Garnier and Sagaut2015). Note that strictly speaking, the present decomposition (2.8) does not apply to a non-smooth wall, but it is compatible with blowing/suction. The predicted behaviour results in the decay of the relative friction reduction, as
${\rm\Delta}U^{+}/U_{\infty }^{+}$
decreases with the Reynolds number, a very well-known property of inner scaled very-near-wall drag-reduction flow controls (see e.g. Spalart & McLean Reference Spalart and McLean2011; Aupoix et al.
Reference Aupoix, Pailhas and Houdeville2012). This suggests that a more dramatic impact on high-Reynolds-number friction could require changing the nature of the logarithmic term in (4.1), i.e. altering the logarithmic-layer dynamics, whereas only its amplitude (related to
$u_{{\it\tau}}$
) is modulated by the buffer-layer dynamics modification with inner-scaled roughness or riblets. Applying the present decomposition (2.8) to drag reduction could suggest new strategies of flow control, in the same way as the FIK decomposition (1.7) has enabled significant achievements in this field (see e.g. Iwamoto et al. (Reference Iwamoto, Fukagata, Kasagi and Suzuki2005) in high-Reynolds-number channel flows, Kametani & Fukagata (Reference Kametani and Fukagata2011), Kametani et al. (Reference Kametani, Fukagata, Örlü and Schlatter2015) and Stroh et al. (Reference Stroh, Frohnapfel, Schlatter and Hasegawa2015) in spatially-developing boundary layers, as well as Bannier et al. (Reference Bannier, Garnier and Sagaut2015) with their extended FIK identity). Alternatively to the FIK strategy which focuses on the Reynolds shear-stress intensity, the present decomposition suggests that a flow control focusing on the turbulent kinetic-energy production level might be of interest. Reducing the Reynolds shear-stress intensity does reduce the turbulent kinetic energy production only if the mean velocity gradient is not significantly increased, showing the difference between both strategies. In that respect, the practical use of the FIK strategy is probably simpler than the present strategy, because measuring and controlling the Reynolds shear stress alone may be simpler than having to measure the mean velocity gradient as well, or having to measure the turbulent kinetic-energy production. The control should be focused mainly on the logarithmic layer rather than on the wake region or buffer layer at very high Reynolds numbers according to the present decomposition (2.8), an unsurprising result (although not obtained with the FIK identity) given the importance of the logarithmic-layer dynamics at high Reynolds numbers.
5. Conclusion and further discussion
Mean skin friction generation has been decomposed into physical phenomena across the whole profile of the incompressible, zero-pressure-gradient smooth-flat-plate boundary layer. The derivation is based on a mean streamwise kinetic-energy budget in an absolute reference frame (attached to the undisturbed outer fluid) and enables a straightforward physical interpretation of the decomposition. Turbulent kinetic-energy production (the integrand of the
$C_{f,b}$
(2.8) term) is identified as the local source of the turbulence-induced excess friction, i.e. the excess friction in the turbulent case compared with the laminar case (1.2). This contrasts with the usual focus on Reynolds shear stress resulting from the widely used FIK decomposition (1.7) by Fukagata et al. (Reference Fukagata, Iwamoto and Kasagi2002), where this profile is weighted by a linear function (resembling no mean or turbulent profile in the boundary layer). On the contrary, the present decomposition focuses on turbulent kinetic-energy production, which may also be seen as the Reynolds shear-stress profile weighted by the mean velocity gradient. Furthermore, the FIK identity results from a complex derivation involving three integrations by parts of a momentum budget established in the usual wall reference frame, whereas the present decomposition is intuitively obtained by integrating only once over all wall distances the local energy budget (after splitting diffusive and dissipative terms) to obtain a global budget for the whole boundary-layer profile. Contrary to the FIK identity, the present decomposition explicitly takes into account the turbulent fluctuations even if they are located above the conventional boundary-layer edge
$y={\it\delta}$
(even if the latter contribution may be small, disregarding it would not be intellectually satisfying).
The Reynolds-number dependence of the decomposition is investigated in the laminar and turbulent cases (up to
$Re_{{\it\tau}}=10^{8}$
) using DNS, WRLES and RANS data. It is consistently predicted by theory if assumptions on the phenomena involved are made (e.g. logarithmic-law assumption, which is not needed to derive the decomposition but can be invoked later in the analysis). It is suggested that high-Reynolds-number mean skin friction is dominated by turbulent kinetic-energy production within the logarithmic layer, contrasting with the low-Reynolds-number role of the buffer-layer dynamics. This result differs from the conclusions that may be drawn from the FIK identity, where the role of the wake region is larger than the logarithmic layer, the latter contributing only approximately a quarter of the high-Reynolds-number turbulence-induced excess friction. The difference is related to the different profiles of the linearly-weighted Reynolds shear stress involved in the FIK identity and of the turbulent kinetic-energy production involved in the present decomposition. The discrepancy between the contribution assessments obtained with the present and with the FIK identities may find an explanation in the fact that the FIK identity is essentially based on a momentum budget whereas the present decomposition relies on an energy budget and has a straightforward physical interpretation. The relative importance of a given turbulent fluctuation may vary if its contribution to energy is considered instead of its contribution to momentum. It may be added that obtaining a different friction breakdown when reasoning in energy or in momentum terms is reminiscent of the conclusions of Drela (Reference Drela2009), who emphasizes the different build-up of excrescence and interference drag obtained depending on whether it is based on energy dissipation or on forces. One may also note that considering energy rather than momentum makes sense for applications such as flow control and friction drag reduction where the control energy consumption and the engine fuel consumption are involved, showing the interest of the present new decomposition. Besides, Bannier et al. (Reference Bannier, Garnier and Sagaut2015) indicate that variants of the FIK identity may be obtained, for instance by integrating the momentum equation four times instead of three, leading to a different weighting of each zone of the boundary layer. This is reminiscent of the very mathematical nature of the derivation of the original FIK identity. It should be emphasized that the dominant role of the logarithmic layer in mean skin friction predicted with the new decomposition (in contrast with the FIK decomposition) is consistent with the well-established general dominance of the logarithmic layer in high-Reynolds-number wall-bounded turbulence. For the first time, its contribution to mean skin friction is quantified, using the new decomposition in relating the properties of skin friction generation to the previous studies which typically focused on other quantities such as total turbulent kinetic-energy production or total turbulent dissipation. The direct relation between the turbulence-induced excess friction and the
$C_{f,b}$
term of the new decomposition, representing turbulent kinetic energy production, is demonstrated. Because this term dominates the other terms of the decomposition at high Reynolds numbers, there is no issue similar to the difficulty encountered with the FIK identity in spatially-developing flows. Indeed, the
$C_{f,III}$
term of the FIK identity, which is non-zero in spatially-developing flows, is not negligible compared with the
$C_{f,II}$
term at high Reynolds numbers, thus making the relation between the turbulence-induced excess friction and the term
$C_{f,II}$
of the FIK identity indirect, as demonstrated by Deck et al. (Reference Deck, Renard, Laraufie and Weiss2014). In the present decomposition on the contrary, the
$C_{f,c}$
(2.8) term, representing spatial growth, becomes negligible compared with
$C_{f,b}$
at high Reynolds numbers. The decomposition is also generalised to the pressure gradient case, as well as to channel and pipe flows where it gives a totally different physical interpretation of the classical decomposition of pressure drop into dissipation sources.
It is suggested that similarly to the extensive and highly successful use of the FIK identity in the field of flow control, the present new decomposition may prove useful to devise new drag reduction strategies, all the more as it easily predicts the Reynolds-number evolution of the effect of an inner-scaled near-wall control. The turbulent kinetic energy production would be controlled, rather than the Reynolds shear stress, which is not equivalent since the mean velocity gradient may be modified by the control. This may be a drawback compared with the FIK strategy, because measuring and controlling the turbulent kinetic energy production term, or equivalently, adding the mean velocity gradient to the problem, could be more difficult than the simple Reynolds shear-stress focus motivated by the FIK identity. Thus, even though both identities are based on fundamentally different theoretical grounds, both may be of interest for flow control applications. Concerning the zones of focus, a strategy based on the present decomposition would control first the logarithmic layer at high Reynolds numbers, consistent with the known importance of this layer in the overall turbulent dynamics, whereas the wake region plays a more important role in the framework of the FIK decomposition. It is suggested that modifying the nature of the turbulent dynamics within the logarithmic layer might be needed to obtain a more dramatic drag reduction at high Reynolds numbers than what is achieved by inner scaled near-wall devices. Besides, considering in the present simple case the absolute-frame mean streamwise kinetic energy may also shed new light on the nature of the aeropropulsive benefits obtained when the propulsor of an aircraft is positioned so that it ingests the airframe boundary layer (a discussion of boundary-layer ingestion is included in the drag extraction study of Drela (Reference Drela2009), among several studies devoted to this aircraft engine configuration such as the work by Arntz & Atinault (Reference Arntz and Atinault2015)).
Coming back to the first question raised in the introduction, a key to understanding the high-Reynolds-number generation of the turbulence-induced excess friction might be the description of turbulent kinetic-energy production. The root cause of the turbulence-induced excess friction would consequently relate to the origin of turbulent kinetic-energy production, hence to the dynamics of Reynolds shear stress and mean velocity gradient. The problem may alternatively be addressed in terms of vorticity dynamics, because of the relation between turbulent kinetic-energy production and vortex stretching occurring in a mean shear (discussed by Tennekes & Lumley (Reference Tennekes and Lumley1972) among others). In any case, it is complex to identify a cause and its consequences. Note for instance that the mean velocity gradient is one of the ingredients for turbulent kinetic energy production, which itself plays a key role in mean skin friction generation, which is itself directly linked to the mean velocity gradient in the vicinity of the wall. In that respect, even though the present decomposition gives no definitive answer to the question of the origin of the turbulence-induced excess friction, it puts a new perspective on this problem.
Acknowledgements
The authors gratefully acknowledge the stimulating exchange with the editor and with the reviewers, especially the suggestion by one anonymous reviewer to consider (2.10). The authors also warmly thank A. Arntz and A. Bannier for fruitful discussions. The thesis of N. Renard is partly funded by DGA (French defence procurement agency).
Appendix A. Detailed derivation of the FIK decomposition (Fukagata et al. Reference Fukagata, Iwamoto and Kasagi2002)
The FIK identity is derived by Fukagata et al. (Reference Fukagata, Iwamoto and Kasagi2002) for an incompressible zero-pressure-gradient flat-plate boundary-layer flow, starting from the mean streamwise momentum budget, assuming spanwise statistical homogeneity and a uniformly zero mean streamwise pressure gradient, leading to the following equation:
where
$\overline{I_{x}}$
is defined by (1.6). The instantaneous streamwise velocity is assumed to vanish at the smooth wall (
$u(y=0)=0$
), and a blowing/suction control is not excluded. Equation (A 1) is integrated with respect to the wall distance twice from 0 to
$y$
and a third time from 0 to the boundary-layer thickness
${\it\delta}$
:
$$\begin{eqnarray}\displaystyle & & \displaystyle \int _{0}^{{\it\delta}}\left(\int _{0}^{y}\left(\int _{0}^{y_{1}}\left(\frac{\partial \langle u\rangle }{\partial t}+\overline{I_{x}}\right)\,\text{d}y_{2}\right)\,\text{d}y_{1}\right)\,\text{d}y\nonumber\\ \displaystyle & & \displaystyle \quad =\int _{0}^{{\it\delta}}\left(\int _{0}^{y}\left(\int _{0}^{y_{1}}\frac{\partial }{\partial y}\left({\it\nu}\frac{\partial \langle u\rangle }{\partial y}-\langle u^{\prime }v^{\prime }\rangle \right)\,\text{d}y_{2}\right)\,\text{d}y_{1}\right)\,\text{d}y.\end{eqnarray}$$
The third integral of the left-hand side of this equation is transformed by integration by parts whereas the first integral of the right-hand side is evaluated with the condition
$u^{\prime }(y=0)=0$
(implied by the assumption
$u(y=0)=0$
):
$$\begin{eqnarray}\displaystyle & & \displaystyle \underbrace{\left[(y-{\it\delta})\left(\int _{0}^{y}\left(\int _{0}^{y_{1}}\left(\frac{\partial \langle u\rangle }{\partial t}+\overline{I_{x}}\right)\,\text{d}y_{2}\right)\,\text{d}y_{1}\right)\right]_{y=0}^{y={\it\delta}}}_{=\;0}\nonumber\\ \displaystyle & & \displaystyle \qquad -\,\int _{0}^{{\it\delta}}(y-{\it\delta})\left(\int _{0}^{y}\left(\frac{\partial \langle u\rangle }{\partial t}+\overline{I_{x}}\right)\,\text{d}y_{2}\right)\,\text{d}y\nonumber\\ \displaystyle & & \displaystyle \quad =\int _{0}^{{\it\delta}}\left(\int _{0}^{y}\left({\it\nu}\frac{\partial \langle u\rangle }{\partial y}(y_{1})-{\it\nu}\frac{\partial \langle u\rangle }{\partial y}(0)-\langle u^{\prime }v^{\prime }\rangle (y_{1})\right)\,\text{d}y_{1}\right)\,\text{d}y.\end{eqnarray}$$
The third integral of the left-hand side is again transformed by integration by parts, the second integral of the viscous term of the right-hand side is evaluated with the condition
$u(y=0)=0$
, and the third integral of the turbulent term of the right-hand side is transformed by integration by parts:
$$\begin{eqnarray}\displaystyle & & \displaystyle -\underbrace{\left[\frac{(y-{\it\delta})^{2}}{2}\left(\int _{0}^{y}\left(\frac{\partial \langle u\rangle }{\partial t}+\overline{I_{x}}\right)\,\text{d}y_{2}\right)\right]_{y=0}^{y={\it\delta}}}_{=\;0}+\int _{0}^{{\it\delta}}\frac{(y-{\it\delta})^{2}}{2}\left(\frac{\partial \langle u\rangle }{\partial t}+\overline{I_{x}}\right)\,\text{d}y\nonumber\\ \displaystyle & & \displaystyle \quad =\int _{0}^{{\it\delta}}{\it\nu}\langle u\rangle \,\text{d}y-{\it\nu}\frac{\partial \langle u\rangle }{\partial y}(0)\,\frac{{\it\delta}^{2}}{2}+\underbrace{\left[(y-{\it\delta})\int _{0}^{y}-\langle u^{\prime }v^{\prime }\rangle (y_{1})\,\text{d}y_{1}\right]_{y=0}^{y={\it\delta}}}_{=\;0}\nonumber\\ \displaystyle & & \displaystyle \qquad +\,\int _{0}^{{\it\delta}}(y-{\it\delta})\langle u^{\prime }v^{\prime }\rangle \,\text{d}y.\end{eqnarray}$$
This equation is rearranged and the Reynolds number
$Re_{{\it\delta}}={\it\delta}U_{\infty }/{\it\nu}$
and displacement thickness
${\it\delta}_{1}=\int _{0}^{{\it\delta}}(1-\langle u\rangle /U_{\infty })\,\text{d}y$
are introduced to obtain the FIK decomposition of the friction coefficient
$C_{f}$
defined in (1.1):
$$\begin{eqnarray}\displaystyle C_{f} & = & \displaystyle \underbrace{\frac{4(1-{\it\delta}_{1}/{\it\delta})}{Re_{{\it\delta}}}}_{C_{f,I}}+\underbrace{4\int _{0}^{1}\frac{\langle -u^{\prime }v^{\prime }\rangle }{U_{\infty }^{2}}\left(1-\frac{y}{{\it\delta}}\right)\,\text{d}\left(\frac{y}{{\it\delta}}\right)}_{C_{f,II}}\nonumber\\ \displaystyle & & \displaystyle +\,\underbrace{2\int _{0}^{1}-\left(1-\frac{y}{{\it\delta}}\right)^{2}\left(\frac{\partial \langle u\rangle }{\partial t}+\overline{I_{x}}\right)\frac{{\it\delta}}{U_{\infty }^{2}}\,\text{d}\left(\frac{y}{{\it\delta}}\right)}_{C_{f,III}},\end{eqnarray}$$
where
$\overline{I_{x}}$
is defined by (1.6).
Appendix B. A short route to the present decomposition
The present decomposition of mean skin friction, (2.8), may be derived in a very quick way illustrated here. The total shear stress defined as
${\it\tau}/{\it\rho}={\it\nu}(\partial \langle u\rangle /\partial y)-\langle u^{\prime }v^{\prime }\rangle$
is differentiated with respect to
$y$
, then multiplied by
$(\langle u\rangle -U_{\infty })$
, and finally integrated by parts over
$y$
from 0 to infinity:
Assuming
$u(y=0)=0$
and splitting the viscous and turbulent contributions to the total shear stress in the right-hand side integral leads to:
$$\begin{eqnarray}\displaystyle \int _{0}^{\infty }(\langle u\rangle -U_{\infty })\frac{\partial }{\partial y}\left(\frac{{\it\tau}}{{\it\rho}}\right)\,\text{d}y & = & \displaystyle U_{\infty }{\it\nu}\frac{\partial \langle u\rangle }{\partial y}(y=0)-\int _{0}^{\infty }{\it\nu}\left(\frac{\partial \langle u\rangle }{\partial y}\right)^{2}\,\text{d}y\nonumber\\ \displaystyle & & \displaystyle -\,\int _{0}^{\infty }-\langle u^{\prime }v^{\prime }\rangle \frac{\partial \langle u\rangle }{\partial y}\,\text{d}y.\end{eqnarray}$$
Non-dimensionalising the equation by
$U_{\infty }^{3}/2$
and grouping together the three integrals leads to (2.8) for the mean skin friction coefficient
$C_{f}$
defined in (1.1):
$$\begin{eqnarray}\displaystyle C_{f} & = & \displaystyle \underbrace{\frac{2}{U_{\infty }^{3}}\int _{0}^{\infty }{\it\nu}\left(\frac{\partial \langle u\rangle }{\partial y}\right)^{2}\,\text{d}y}_{C_{f,a}}+\underbrace{\frac{2}{U_{\infty }^{3}}\int _{0}^{\infty }-\langle u^{\prime }v^{\prime }\rangle \frac{\partial \langle u\rangle }{\partial y}\,\text{d}y}_{C_{f,b}}\nonumber\\ \displaystyle & & \displaystyle +\,\underbrace{\frac{2}{U_{\infty }^{3}}\int _{0}^{\infty }(\langle u\rangle -U_{\infty })\frac{\partial }{\partial y}\left(\frac{{\it\tau}}{{\it\rho}}\right)\,\text{d}y}_{C_{f,c}}.\end{eqnarray}$$
This route to the present decomposition of skin friction is very simple, in contrast with the derivation of the FIK identity detailed in appendix A. The operations involved in this quick mathematical derivation could be guessed when trying to establish a link between skin friction and the turbulent kinetic-energy production within the boundary layer. Indeed, the possibility that such a relation might exist was suggested by DeGraaff & Eaton (Reference DeGraaff and Eaton2000), but they considered only the order of magnitude of the terms and did not include the
$C_{f,c}$
term. No exact quantitative decomposition was reached by DeGraaff & Eaton (Reference DeGraaff and Eaton2000), as mentioned in the introduction. The interpretation of the three terms of the present decomposition in terms of simple physical processes and the rigorous motivation of the derivation are best understood in an absolute reference frame. This is the reason why a somewhat longer and mathematically more complex route has been adopted in § 2 in comparison with the present short route. In the absolute reference frame considered in § 2, the decomposition simply is the global form of a mean streamwise kinetic-energy budget written within the boundary-layer equations framework. It should be noted that the present derivation does not resort to the boundary-layer hypothesis, contrary to its physical interpretation (§ 2) and to the motivation of the chosen definition of the total shear stress.
Appendix C. Generalization to three other classes of wall-bounded flows
Section 2 is generalised here to other classes of geometrically-simple incompressible flows with the same wall conditions and the same assumptions, especially regarding statistical time stationarity in the wall reference frame and statistical homogeneity in the spanwise direction (or circumferential direction in the pipe flow).
C.1. Flat-plate boundary layer with pressure gradient
In the flat-plate boundary layer with pressure gradient, the friction coefficient is defined from the local free-stream velocity as follows:
$$\begin{eqnarray}C_{f}(x=x_{0})=\frac{{\it\nu}\displaystyle \frac{\partial \langle u\rangle }{\partial y}(x_{0},y=0)}{1/2U_{\infty }^{2}(x_{0})}.\end{eqnarray}$$
In the usual reference frame attached to the wall, the mean streamwise momentum equation from the boundary-layer equations reads:
where
$p_{0}$
is the free-stream pressure and
${\it\tau}/{\it\rho}={\it\nu}(\partial \langle u\rangle /\partial y)-\langle u^{\prime }v^{\prime }\rangle$
is the total shear stress. A coincident absolute reference frame is associated with
$x_{0}$
. In this inertial reference frame, which is moving along
$x$
at the constant velocity
$U_{\infty }(x_{0})$
, the free-stream streamwise velocity vanishes at
$x=x_{0}$
, and one defines a mean streamwise kinetic energy,
whose evolution is obtained by multiplying the momentum equation (C 2) by
$(\langle u\rangle (x,y)-U_{\infty }(x_{0}))$
:
This budget is integrated over all wall distances and non-dimensionalised to obtain a decomposition of mean skin friction in the same manner as in § 2:
$$\begin{eqnarray}\displaystyle C_{f}(x_{0}) & = & \displaystyle \underbrace{\frac{2}{U_{\infty }^{3}(x_{0})}\int _{0}^{\infty }{\it\nu}\left(\frac{\partial \langle u\rangle }{\partial y}\right)^{2}\,\text{d}y}_{C_{f,a}}+\underbrace{\frac{2}{U_{\infty }^{3}(x_{0})}\int _{0}^{\infty }-\langle u^{\prime }v^{\prime }\rangle \frac{\partial \langle u\rangle }{\partial y}\,\text{d}y}_{C_{f,b}}\nonumber\\ \displaystyle & & \displaystyle +\,\underbrace{\frac{2}{U_{\infty }^{3}(x_{0})}\int _{0}^{\infty }(\langle u\rangle -U_{\infty }(x_{0}))\frac{\partial }{\partial y}\left(\frac{{\it\tau}}{{\it\rho}}\right)\,\text{d}y}_{C_{f,c}}\end{eqnarray}$$
where the last term of (C 4) has been split, before the integration providing (C 5), into a diffusive term (whose integral gives the overall
$C_{f}$
) and a dissipative term, the latter term being itself split into a viscous (giving
$C_{f,a}$
) and a turbulent (giving
$C_{f,b}$
) contribution.
${\it\delta}_{1}$
is the displacement thickness defined as
${\it\delta}_{1}=\int _{0}^{\infty }(1-\langle u\rangle /U_{\infty })\,\text{d}y$
(see Hinze Reference Hinze1959). Even though (C 5) is similar to the zero-pressure-gradient case (2.8), it does include the effect of the mean pressure-gradient power, as emphasized by the equivalent way of writing
$C_{f,c}$
given in (C 6). The physical interpretation, relying on the notion of coincident reference frame, is not as obvious as in the zero-pressure-gradient case. However, the extension to the non-zero pressure gradient is rooted to the zero-pressure-gradient decomposition which has a clear physical interpretation.
C.2. Channel flow
In a channel of height
$2H$
with statistical streamwise homogeneity of the velocity field (including for a possible wall blowing/suction) and statistically symmetrical walls, the mean streamwise momentum equation in the usual (wall) reference frame is:
where
$p_{w}$
is the mean wall pressure, obtained because
$(\partial /\partial y)(\partial \langle p\rangle /\partial x)$
uniformly vanishes, as seen by deriving with respect to
$x$
the mean wall-normal momentum equation and invoking the statistical streamwise homogeneity of the velocity field. Note also that
$\langle v\rangle$
uniformly vanishes because of the statistical homogeneity along
$x$
and
$z$
, the statistical symmetry of the walls and the continuity equation. The skin friction coefficient
$C_{f}=({\it\nu}(\partial \langle u\rangle /\partial y)(y=0))/(U_{b}^{2}/2)$
is defined from the bulk velocity
$U_{b}=1/H\int _{0}^{H}\langle u\rangle \,\text{d}y$
. In the usual frame, the mean skin friction power vanishes (still walls), whereas the mean pressure gradient develops an average power at the bulk velocity
$U_{b}$
. This power is related to direct and turbulent dissipation in the flow (Laadhari Reference Laadhari2007). This is viewed differently in an inertial reference frame (B) moving at the bulk velocity
$U_{b}$
towards
$x>0$
. In frame (B), the mean mass flux is by definition zero and the mean pressure gradient power consequently vanishes. On the other hand, the walls are moving in frame (B) at
$-U_{b}$
along
$x_{B}$
. Reference frame (B) plays a role similar to the absolute reference frame considered in the case of spatially-developing boundary layers, but these frames are different since
$U_{b}$
is not the equivalent in the channel case of
$U_{\infty }$
in the boundary layer. The budget of mean streamwise kinetic energy
$K_{B}=(\langle u\rangle -U_{b})^{2}/2$
in frame (B) is obtained by multiplying the momentum equation (C 7) by
$(\langle u\rangle -U_{b})$
:
Similarly to the flat-plate case, this energy budget is integrated over all wall distances (i.e. the channel half height since the walls are statistically symmetrical) and non-dimensionalised, leading to the following decomposition of mean skin friction:
$$\begin{eqnarray}\displaystyle C_{f}=\underbrace{\frac{2}{U_{b}^{3}}\int _{0}^{H}{\it\nu}\left(\frac{\partial \langle u\rangle }{\partial y}\right)^{2}\,\text{d}y}_{C_{f,a}}+\underbrace{\frac{2}{U_{b}^{3}}\int _{0}^{H}-\langle u^{\prime }v^{\prime }\rangle \frac{\partial \langle u\rangle }{\partial y}\,\text{d}y}_{C_{f,b}}+C_{f,c} & & \displaystyle\end{eqnarray}$$
$$\begin{eqnarray}\displaystyle C_{f,c} & = & \displaystyle \underbrace{\frac{2}{U_{b}^{3}}\int _{0}^{H}\frac{\overline{\text{D}}K_{B}}{\overline{\text{D}}t}\,\text{d}y}_{=\;0}-\underbrace{\frac{2}{U_{b}^{3}}\int _{0}^{H}(U_{b}-\langle u\rangle )\frac{1}{{\it\rho}}\frac{\partial p_{w}}{\partial x}\,\text{d}y}_{=\;0}\nonumber\\ \displaystyle & = & \displaystyle \frac{2}{U_{b}^{3}}\int _{0}^{H}(\langle u\rangle -U_{b})\frac{\partial }{\partial y}\left(\frac{{\it\tau}}{{\it\rho}}\right)\,\text{d}y=0,\end{eqnarray}$$
where
${\it\tau}/{\it\rho}={\it\nu}(\partial \langle u\rangle /\partial y)-\langle u^{\prime }v^{\prime }\rangle$
is the total shear stress, and the last term of (C 8) has been split, before the integration providing (C 9), into a diffusive term (whose integral gives
$C_{f}$
) and a dissipative term, the latter term being itself split into a viscous (giving
$C_{f,a}$
) and a turbulent (giving
$C_{f,b}$
) contribution.
$C_{f}$
represents the mean power supplied in frame (B) by the wall to the fluid through skin friction. It is transformed into heat by direct dissipation (
$C_{f,a}$
) and into turbulent kinetic energy by production (
$C_{f,b}$
). None is gained as mean streamwise kinetic energy because of statistical streamwise homogeneity and statistical time stationarity (in the wall reference frame and also in frame (B) as a consequence of the absence of spatial growth) and because the mean wall-normal velocity is zero. The mean pressure drop develops zero power because the mean mass flux vanishes in frame (B). These two facts result in
$C_{f,c}=0$
. Because of the global equilibrium between turbulent production and turbulent dissipation in the channel flow, and because mean skin friction and the mean pressure drop are related by the momentum balance, (C 9) coincides with the well-known relation between the mean pressure drop and dissipation (viscous and turbulent) obtained in the usual reference frame. The novelty of equations (C 9) and (C 10) is the unusual physical interpretation in frame (B) which they illustrate. The coincidence between the final relations obtained in both frames in the channel-flow case explains the similarity between some figures of Laadhari (Reference Laadhari2007) and the present figure 4 although they describe different phenomena. One especially striking similarity is that Laadhari (Reference Laadhari2007) concludes that the logarithmic friction in a turbulent channel flow is related to the logarithmic evolution of the total turbulent dissipation within the channel profile.
The decomposition obtained here coincides with a well-known identity for channel flows which significantly differs from the FIK decomposition for a channel flow (Fukagata et al. Reference Fukagata, Iwamoto and Kasagi2002). The weight of the Reynolds shear-stress profile (mean velocity gradient) is indeed significantly different from the linear weight in the FIK decomposition (Fukagata et al. Reference Fukagata, Iwamoto and Kasagi2002).
C.3. Pipe flow
The case of a circular pipe of axis
$x$
and radius
$R$
is derived like the channel flow with the same assumptions (§ C.2). The mean streamwise momentum equation in the usual (wall) reference frame is:
where
$\langle u_{r}\rangle$
uniformly vanishes because of the statistical streamwise and circumferential homogeneity and the continuity equation (note that the fact that the wall condition must respect the statistical circumferential homogeneity implies that the additional statistical symmetry condition for the walls of the channel (C.2) is not needed in the pipe-flow case). The bulk velocity
$U_{b}=1/({\rm\pi}R^{2})\int _{0}^{R}\langle u_{x}\rangle 2{\rm\pi}r\,\text{d}r$
is used to define the mean skin friction coefficient
$C_{f}=(-{\it\nu}(\partial \langle u_{x}\rangle /\partial r)(r=R))/(U_{b}^{2}/2)$
. Frame (B) is the inertial reference frame moving at the bulk velocity
$U_{b}$
towards
$x>0$
, so that the mean mass flux in this frame vanishes, together with the average power of the mean pressure gradient. The mean streamwise kinetic energy in frame (B) is
$K_{B}=(\langle u_{x}\rangle -U_{b})^{2}/2$
, whose budget is:
Defining
${\it\tau}/{\it\rho}={\it\nu}(\partial \langle u_{x}\rangle /\partial r)-\langle u_{x}^{\prime }u_{r}^{\prime }\rangle$
, the last term may be split into diffusive and dissipative terms:
Integrating over the pipe cross-section this energy budget and non-dimensionalising the result leads to the decomposition of mean skin friction in the case of a pipe flow:
$$\begin{eqnarray}\displaystyle & \displaystyle \hspace{-24.0pt}C_{f}=\underbrace{\frac{2}{U_{b}^{3}}\frac{1}{2{\rm\pi}R}\int _{0}^{R}{\it\nu}\left(\frac{\partial \langle u_{x}\rangle }{\partial r}\right)^{2}2{\rm\pi}r\,\text{d}r}_{C_{f,a}}+\underbrace{\frac{2}{U_{b}^{3}}\frac{1}{2{\rm\pi}R}\int _{0}^{R}-\langle u_{x}^{\prime }u_{r}^{\prime }\rangle \frac{\partial \langle u_{x}\rangle }{\partial r}2{\rm\pi}r\,\text{d}r}_{C_{f,b}}+C_{f,c}, & \displaystyle\end{eqnarray}$$
$$\begin{eqnarray}\displaystyle & \displaystyle \hspace{-24.0pt}C_{f,c}=\underbrace{\frac{2}{U_{b}^{3}}\frac{1}{2{\rm\pi}R}\int _{0}^{R}\frac{\overline{\text{D}}K_{B}}{\overline{\text{D}}t}2{\rm\pi}r\,\text{d}r}_{=\;0}-\underbrace{\frac{2}{U_{b}^{3}}\frac{1}{2{\rm\pi}R}\int _{0}^{R}\left(U_{b}-\langle u_{x}\rangle \right)\frac{1}{{\it\rho}}\frac{\partial p_{w}}{\partial x}2{\rm\pi}r\,\text{d}r}_{=\;0}, & \displaystyle\end{eqnarray}$$