2019
DOI: 10.1002/wat2.1336
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A primer on turbulence in hydrology and hydraulics: The power of dimensional analysis

Abstract: The apparent random swirling motion of water is labeled “turbulence,” which is a pervasive state of the flow in many hydrological and hydraulic transport phenomena. Water flow in a turbulent state can be described by the momentum conservation equations known as the Navier–Stokes (NS) equations. Solving these equations numerically or in some approximated form remains a daunting task in applications involving natural systems thereby prompting interest in alternative approaches. The apparent randomness of swirlin… Show more

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Cited by 12 publications
(16 citation statements)
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“…In fact, the regular behavior of ϕ(C I , m) reminds of the behavior of the Darcy friction factor plotted in the Moody diagram for pipe flow (Munson et al, 2013). For a detailed description of dimensional analysis in turbulence, see Barenblatt (1996) and Katul et al (2019).…”
Section: For This Problem [Smentioning
confidence: 99%
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“…In fact, the regular behavior of ϕ(C I , m) reminds of the behavior of the Darcy friction factor plotted in the Moody diagram for pipe flow (Munson et al, 2013). For a detailed description of dimensional analysis in turbulence, see Barenblatt (1996) and Katul et al (2019).…”
Section: For This Problem [Smentioning
confidence: 99%
“…It is also useful to note that in Bonetti et al (2020) the Pi theorem was applied to (31) considering l y , U , and δ as repeating variables, which instead leads to Π δ = ϕ δ (C I ), with Π δ = Π CR C I and ϕ δ (C I ) = ψ CR (C I )C −1 I . In the turbulence analogy, the present analysis corresponds to choosing viscosity instead of density (which is the typical choice; see Katul et al (2019)) as one of the repeating variables in the physical law for the wall-shear stress. Thus, for the wall-sear stress, τ = µΣ * , where µ is the dynamic viscosity and Σ * is the slope of the streamwise velocity profile at the wall, the physical law is τ = f τ (V, L, ρ, µ, ), where ρ is the density, V the mean velocity, L the characteristic lateral dimension, and the roughness height.…”
Section: For This Problem [Smentioning
confidence: 99%
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