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Self-similar flow of Newtonian and power-law viscous gravity currents in a confining gap in rectangular and axisymmetric geometries

Published online by Cambridge University Press:  12 March 2025

M. Ungarish*
Affiliation:
Department of Computer Science, Technion, Haifa 320000, Israel
*
Corresponding author: M. Ungarish, unga@cs.technion.ac.il

Abstract

We consider the flow of a volume $\mathcal {V} = q t^\alpha$ of viscous fluid injected into a gap $H$ between two horizontal plates ($q$ and $\alpha$ are positive constants, $t$ is time). When the viscosity of the displaced fluid is negligible, the injected fluid forms a slug in contact with both plates connected (at a moving grounding line) to a gravity current (GC) with a downward-inclined interface. Hutchinson et al. (J. Fluid Mech., 598, 2023, pp. A4–1–13) considered a constant source ($\alpha = 1$) of Newtonian fluid at the center of an axisymmetric gap; the flow, governed by the parameter $J$ (the height ratio of the unconfined GC to $H$), admits a similarity solution. Here, the self-similar flow theory is (a) extended to rectangular geometry and power-law fluids, and (b) simplified. Similarity appears when $\alpha = n/(n+1)$ (two-dimensional) and $\alpha = 2n/(n+1)$ (axisymmetric), with propagation $\sim t^\beta$, where $\beta /\alpha = 1$ and $1/2$, respectively, and $n-1$ is the power of the shear in the viscosity law ($n=1$ for Newtonian fluid). The flow is governed by a single parameter $J$, representing the above-mentioned ratio. For small $J$, the GC is mostly unconfined; for large $J$, almost all the injected fluid is in contact with both boundaries of the gap. For given geometry and $n$, we solve one ordinary differential equation (ODE) for the reduced thickness over the reduced length $0\lt y \leqslant 1$, with a singular-regular condition at $y=1$. The details of the confined GC, functions of $J$, follow by simple formulae.

Information

Type
JFM Papers
Creative Commons
Creative Common License - CCCreative Common License - BY
This is an Open Access article, distributed under the terms of the Creative Commons Attribution licence (https://creativecommons.org/licenses/by/4.0/), which permits unrestricted re-use, distribution and reproduction, provided the original article is properly cited.
Copyright
© The Author(s), 2025. Published by Cambridge University Press
Figure 0

Figure 1. Sketch of the confined system. The volume (per unit width) is $\mathcal {V} = q t^\alpha$. In the self-similar flow, $x_G = y_G K t^\beta$, $x_N= K t^\beta$ and $y_G$ depends on the parameter $J$. In the axisymmetric geometry, $r$ replaces $x$ and $\mathcal {V}$ is per radian. $\alpha , \beta , K, y_G$ are constants.

Figure 1

Figure 2. Results of numerical integration of (2.18) and use of (2.21). Two-dimensional, $\mathcal {V} = q t^{1/2}$, $x_N = K t^{1/2}, \ h = K^{2/3} \lambda (y), \ \bar {u} = (1/2)K t^ {-{1/2}} \mathcal {U}(y)$. The value of $J$ determines the grounding-line position $y_G$ and the coefficient $K$ (panel c).

Figure 2

Table 1. Two-dimensional, the effect of $n$ on the values of $\alpha , \beta , J_0, K_0, J_{0.9}, K_{0.9}$ and $\kappa$.

Figure 3

Figure 3. Results of numerical integration of (3.17) and use of (3.19). AXI, $\mathcal {V} = q t$, $r_N = K t^{1/2}, \ h = K^{2/3} \lambda (y), \ \bar {u} = (1/2)K t^ {-{1/2}} \mathcal {U}(y)$. The value of $J$ determines the grounding-line position $y_G$ and the coefficient $K$ (panel c). For comparison with HGW, recall $y_G = \eta _G/\eta _N$ and $K = \eta _N$.

Figure 4

Table 2. AXI, the effect of $n$ on the values of $\alpha , \beta , J_0, K_0, J_{0.9}, K_{0.9}$ and $\kappa$.

Figure 5

Figure 4. Results for 2-D power-law viscous GCs $n=0.5$$(\alpha = 1/3)$, $n = 1$$(\alpha = 1/2)$ and $n = 1.5$$(\alpha = 0.6$). In all cases, $\beta = \alpha$. $\mathcal {V} = q t^\alpha$, $x_N = K t^\beta , \ h = K^{(n+1)/(n+2)} \lambda (y), \ \bar {u} = \beta K t^ {\beta -1} \mathcal {U}(y)$. The value of $J$ determines the grounding-line position $y_G$ and the coefficient $K$ (panel c).

Figure 6

Figure 5. Results for AXI power-law viscous GCs $n=0.5$$(\alpha = 2/3)$, $n = 1$$(\alpha = 1)$ and $n = 1.5$$(\alpha = 1.2$). In all cases, $\beta = \alpha /2$. $\mathcal {V} = q t^\alpha$, $r_N = K t^\beta , \ h = K^{(n+1)/(n+2)} \lambda (y), \ \bar {u} = \beta K t^ {\beta -1} \mathcal {U}(y)$. The value of $J$ determines the grounding-line position $y_G$ and the coefficient $K$ (panel c).