Optimal transient growth and very large–scale structures in turbulent boundary layers
By G. Pujals, C. Cossu, S. Depardon. Journal of Fluid Mechanics, 2008
186 citations recorded by the source corpus.
Subfields: Computational Mechanics, Environmental Engineering, Global and Planetary Change
View Paper: https://www.semanticscholar.org/paper/f103fc5c4ea51ab2c4bfaa7fc054cf13f5c2f48b
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Citations in the corpus
- Linear non-normal energy amplification of harmonic and stochastic forcing in the turbulent channel flow (2010, methodology): “(2009) for the turbulent channel and by Cossu et al. (2009) in the turbulent boundary layer.”
- Dynamics and Control of Global Instabilities in Open-Flows: A Linearized Approach (2010, methodology): “The same technique has been considered by Cossu [166] to identify streaks in turbulent boundary layers.”
- A critical-layer framework for turbulent pipe flow (2010, methodology): “Cossu et al. (2009) performed a similar analysis in a turbulent boundary layer, modelling it as a parallel flow. The realization that turbulent wall flows can be linearly stable followed the work of Reynolds & Tiederman (1967), who demonstrated this for turbulent channel flow.”
- Amplification of coherent streaks in the turbulent Couette flow: an input–output analysis at low Reynolds number (2010, methodology): “The generalized Orr–Sommerfeld–Squire system (2.3) is discretized using a Chebyshev-collocation method with Ny collocation points in the wall-normal direction.”
- Colour of turbulence (2016, unknown): “…modifications proposed in the literature, e.g. the eddy-viscosity-enhanced linearization (Reynolds & Hussain 1972; Del Álamo & Jiménez 2006; Cossu et al. 2009; Pujals et al. 2009; Hwang & Cossu 2010 a , b ) or the addition of a dissipation operator (DelSole 2004); see § 6.1 for additional…”
- The lift-up effect : The linear mechanism behind transition and turbulence in shear flows (2014, unknown): “The first incorrect expression of these operators (del Álamo and Jiménez, 2006) has been amended in later studies (Cossu et al., 2009; Pujals et al., 2009) to give: LOS =−iα(U∆− U ′′) + νT∆2 + 2ν ′T∆D + ν ′′T∆, (35) LSQ=−iαU + νT∆ + ν ′TD, (36) where ∆ = D2 − k2.”