The Granular Blasius Problem

J. M. F. Tsang, S. B. Dalziel, N. M. Vriend
University of Cambridge

Last updated 18 November 2017.

The classical Blasius problem considers the formation of a boundary layer through the change at x = 0 from a free-slip to a no-slip boundary beneath an otherwise steady uniform flow. Discrete particle model (DPM) simulations of granular gravity currents show that a similar phenomenon exists for a steady flow over a uniformly sloped surface that is smooth upstream (allowing slip) but rough downstream (imposing a no-slip condition). The boundary layer is a region of high shear rate and therefore high inertial number I; its dynamics are governed by the asymptotic behaviour of the granular rheology as I → ∞. The μ(I) rheology (Jop et al. 2006) asserts that dμ/dI = O(1/I2) as I → ∞, but current experimental evidence is insufficient to confirm this (Saingier et al. 2015). We show that `generalised μ(I) rheologies', with different behaviours as I → ∞, all permit the formation of a boundary layer. We give approximate solutions for the velocity profile under each rheology. The change in boundary condition considered here mimics more complex topography in which shear stress increases in the streamwise direction (e.g. a curved slope). Such a system would be of interest in avalanche modelling.

Here is my talk for APS DFD 2017.