Abstract

We study turbulent flows in a smooth straight pipe of circular cross-section up to friction Reynolds number $({\textit {Re}}_{\tau }) \approx 6000$ using direct numerical simulation (DNS) of the Navier–Stokes equations. The DNS results highlight systematic deviations from Prandtl friction law, amounting to approximately $2\,\%$ , which would extrapolate to approximately $4\,\%$ at extreme Reynolds numbers. Data fitting of the DNS friction coefficient yields an estimated von Kármán constant $k \approx 0.387$ , which nicely fits the mean velocity profile, and which supports universality of canonical wall-bounded flows. The same constant also applies to the pipe centreline velocity, thus providing support for the claim that the asymptotic state of pipe flow at extreme Reynolds numbers should be plug flow. At the Reynolds numbers under scrutiny, no evidence for saturation of the logarithmic growth of the inner peak of the axial velocity variance is found. Although no outer peak of the velocity variance directly emerges in our DNS, we provide strong evidence that it should appear at ${\textit {Re}}_{\tau } \gtrsim 10^4$ , as a result of turbulence production exceeding dissipation over a large part of the outer wall layer, thus invalidating the classical equilibrium hypothesis.

Highlights

  • Turbulent flow in circular pipes has always attracted the interest of scientists, owing to its prominent importance in the engineering practice and because of the beautiful simplicity of the set-up

  • Finer-scale details are visible at the higher Re, the flow in the cross-stream planes is always characterized by a limited number of bulges distributed along the azimuthal direction, which closely recall the proper orthogonal decomposition (POD) modes identified by Hellström & Smits (2014), and which correspond to alternating intrusions of high-speed fluid from the pipe core and ejections of low-speed fluid from the wall

  • direct numerical simulation (DNS) of wall turbulence is still confined to a moderate range of Reynolds numbers, it is beginning to approach a state in which some typical phenomena of the asymptotically high-Re emerge

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Summary

Introduction

Turbulent flow in circular pipes has always attracted the interest of scientists, owing to its prominent importance in the engineering practice and because of the beautiful simplicity of the set-up. The most extensive experimental measurements of high-Reynolds-number pipe flows have been carried out in modern times in the Princeton SuperPipe pressurized facility (Zagarola & Smits 1998; McKeon, Zagarola & Smits 2005; Hultmark, Bailey & Smits 2010). Those investigations have allowed scientists to measure the main flow features such as friction and mean velocity profiles with high precision, and they currently constitute the most comprehensive database for the study of pipe turbulence. Additional experimental studies of pipe turbulence have been carried out in the high-Reynolds-number actual flow facility (Hi-Reff), a water tunnel with relatively large diameter, which allows for accurate estimation of friction (Furuichi et al 2015, 2018). Relying on the DNS data, we revisit current theoretical inferences and discuss implications about possible trends in the extreme Reynolds number regime

The numerical dataset
Results
Concluding comments
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