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Critical regime of gravity currents flowing in non-rectangular channels with density stratification

Published online by Cambridge University Press:  14 February 2018

L. Chiapponi*
Affiliation:
Dipartimento di Ingegneria e Architettura (DIA), Università di Parma, Parco Area delle Scienze, 181/A, 43124 Parma, Italy
M. Ungarish
Affiliation:
Department of Computer Science, Technion, Israel Institute of Technology, Haifa 32000, Israel
S. Longo
Affiliation:
Dipartimento di Ingegneria e Architettura (DIA), Università di Parma, Parco Area delle Scienze, 181/A, 43124 Parma, Italy
V. Di Federico
Affiliation:
Dipartimento di Ingegneria Civile, Chimica, Ambientale e dei Materiali (DICAM), Università di Bologna, Viale Risorgimento, 2, 40136 Bologna, Italy
F. Addona
Affiliation:
Dipartimento di Ingegneria e Architettura (DIA), Università di Parma, Parco Area delle Scienze, 181/A, 43124 Parma, Italy
*
†Email address for correspondence: luca.chiapponi@unipr.it

Abstract

We present theoretical and experimental analyses of the critical condition where the inertial–buoyancy or viscous–buoyancy regime is preserved in a uniform-density gravity current (which propagates over a horizontal plane) of time-variable volume ${\mathcal{V}}=qt^{\unicode[STIX]{x1D6FF}}$ in a power-law cross-section (with width described by $f(z)=bz^{\unicode[STIX]{x1D6FC}}$ , where $z$ is the vertical coordinate, $b$ and $q$ are positive real numbers, and $\unicode[STIX]{x1D6FC}$ and $\unicode[STIX]{x1D6FF}$ are non-negative real numbers) occupied by homogeneous or linearly stratified ambient fluid. The magnitude of the ambient stratification is represented by the parameter $S$ , with $S=0$ and $S=1$ describing the homogeneous and maximum stratification cases respectively. Earlier theoretical and experimental results valid for a rectangular cross-section ( $\unicode[STIX]{x1D6FC}=0$ ) and uniform ambient fluid are generalized here to a power-law cross-section and stratified ambient. Novel time scalings, obtained for inertial and viscous regimes, allow a derivation of the critical flow parameter $\unicode[STIX]{x1D6FF}_{c}$ and the corresponding propagation rate as $Kt^{\unicode[STIX]{x1D6FD}_{c}}$ as a function of the problem parameters. Estimates of the transition length between the inertial and viscous regimes are also derived. A series of experiments conducted in a semicircular cross-section ( $\unicode[STIX]{x1D6FC}=1/2$ ) validate the critical values $\unicode[STIX]{x1D6FF}_{c}=2$ and $\unicode[STIX]{x1D6FF}_{c}=9/4$ for the two cases $S=0$ and $1$ . The ratio between the inertial and viscous forces is determined by an effective Reynolds number proportional to $q$ at some power. The threshold value of this number, which enables a determination of the regime of the current (inertial–buoyancy or viscous–buoyancy) in critical conditions, is determined experimentally for both $S=0$ and $S=1$ . We conclude that a very significant generalization of the insights and results from two-dimensional (rectangular cross-section channel) gravity currents to power-law cross-sections is available.

Information

Type
JFM Papers
Copyright
© 2018 Cambridge University Press 
Figure 0

Figure 1.A sketch of the current advancing in a homogeneous ($S=0$) or linearly stratified ambient fluid with $\unicode[STIX]{x1D70C}_{b}=\unicode[STIX]{x1D70C}_{c}$ ($S=1$): (a) side view; (b) cross-view; (c) two power-law cross-sections $f(z)\propto z^{\unicode[STIX]{x1D6FC}}$ for $\unicode[STIX]{x1D6FC}=1/2$ and $\unicode[STIX]{x1D6FC}=2$.

Figure 1

Table 1.Asymptotic self-similar solutions: values of the time scaling exponent $\unicode[STIX]{x1D6FD}$ of the front position, $\widetilde{x}_{N}\propto \widetilde{t}\,^{\unicode[STIX]{x1D6FD}}$, for ‘narrow’ and ‘wide’ cross-sections respectively, advancing in a homogeneous ($S=0$) and a linearly stratified ambient fluid with maximum stratification ($S=1$).

Figure 2

Figure 2.The power $\unicode[STIX]{x1D706}$ for $x_{V}\sim (Re(h_{0}/x_{0}))^{\unicode[STIX]{x1D706}}$ versus $\unicode[STIX]{x1D6FC}$ for homogeneous ambient fluid ($S=0$) for lock release, $\unicode[STIX]{x1D6FF}=0$ (continuous thin line), waning, $\unicode[STIX]{x1D6FF}=0.5$ (dashed thin line), and constant influx, $\unicode[STIX]{x1D6FF}=1$ (dotted thin line). The symbols refer to the rectangular ($\unicode[STIX]{x1D706}=2/7$), semicircular ($\unicode[STIX]{x1D706}=3/8$) and triangular ($\unicode[STIX]{x1D706}=4/9$) cross-sections. The thick lines refer to a linearly stratified ambient fluid with maximum stratification ($S=1$).

Figure 3

Figure 3.Critical values of $\unicode[STIX]{x1D6FF}$ and $\unicode[STIX]{x1D6FD}$ as functions of the shape parameter $\unicode[STIX]{x1D6FC}$. The thin lines refer to the homogeneous ambient fluid and the thick lines refer to a linearly stratified ambient fluid with maximum stratification ($S=1$).

Figure 4

Table 2.Critical values of $\unicode[STIX]{x1D6FF}$ and $\unicode[STIX]{x1D6FD}$ for ‘wide’ and ‘narrow’ cross-sections and for a homogeneous ($S=0$) and a linearly stratified ambient fluid ($S=1$).

Figure 5

Table 3.The length of the current (dimensional) in a semicircular cross-section, for the viscous–buoyancy and inertial–buoyancy regimes in critical conditions, for $S=0$ (homogeneous ambient fluid) and $S=1$ (linearly stratified ambient fluid with a maximum stratification).

Figure 6

Figure 4.The dependence of the front position $x_{N}$ on $q$ in critical conditions, $x_{N}\propto q^{\unicode[STIX]{x1D712}}$, for $S=0$ in the viscous (thin continuous line) and inertial (thin dashed line) regimes, and for $S=1$ in the viscous (thick continuous line) and inertial (thick dashed line) regimes. The symbols indicate the values of $\unicode[STIX]{x1D712}$ for the present experiments in a semicircular cross-section ($\unicode[STIX]{x1D6FC}=1/2$) with homogeneous (circles) and stratified (squares) ambient fluid.

Figure 7

Table 4.The dependence of the front position on $q$ for ‘wide’ and ‘narrow’ cross-sections.

Figure 8

Figure 5.The layout of the experimental set-up.

Figure 9

Figure 6.Density profiles measured in the tank. The symbols refer to different experiments, the straight line indicates the perfect linearity.

Figure 10

Figure 7.Front position for three experiments with $\unicode[STIX]{x1D70C}_{c}=1.060~\text{g}~\text{cm}^{-3}$, with different inlet cross-section areas, $A\approx 4~\text{cm}^{2}$ (crosses), $A\approx 7~\text{cm}^{2}$ (stars) and $A\approx 9~\text{cm}^{2}$ (triangles), with ${\mathcal{V}}=0.2t^{2}~\text{cm}^{3}$ ($t$ in seconds). The continuous line represents the theoretical asymptotic self-similar solution $x_{N}\propto t^{5/4}$. The currents are in the critical regime and viscous–buoyancy balance.

Figure 11

Figure 8.Position of the front measured for two tests in identical conditions (Exp. 37), linearly stratified ambient fluid and $S=1$, critical regime ($\unicode[STIX]{x1D6FF}=9/4$), with the active outflow (star symbols) and the passive outflow (plus symbols). The curve represents the theoretical self-similar solution in viscous–buoyancy balance; see appendix D, equation (D 13).

Figure 12

Figure 9.Front position for (a) seven tests with $\unicode[STIX]{x1D70C}_{c}=1.030~\text{g}~\text{cm}^{-3}$ and (b) eight tests with $\unicode[STIX]{x1D70C}_{c}=1.060~\text{g}~\text{cm}^{-3}$, with homogeneous ambient fluid ($S=0$). The straight dashed lines indicate the front position, $x_{N}\propto t^{5/4}$.

Figure 13

Figure 10.Front position for (a) seven tests with $\unicode[STIX]{x1D70C}_{c}=1.090~\text{g}~\text{cm}^{-3}$, with homogeneous ambient fluid ($S=0$), and (b) nine tests with a linearly stratified ambient fluid, $\unicode[STIX]{x1D70C}_{c}=1.086~\text{g}~\text{cm}^{-3}$, $S=1$, and with data-fit curves of the equation $x_{N}=a+K(q)t^{\unicode[STIX]{x1D6FD}_{c}}$. The straight dashed lines indicate the front position, $x_{N}\propto t^{5/4}$ and $x_{N}\propto t^{3/2}$ respectively.

Figure 14

Table 5.Parameters of the experiments with homogeneous ambient fluid ($S=0$). The channel is circular with radius $r=9.5~\text{cm}$, half filled with ambient fluid ($H=9.5~\text{cm}$). The volume is ${\mathcal{V}}=qt^{\unicode[STIX]{x1D6FF}}$, $\unicode[STIX]{x1D716}=(\unicode[STIX]{x1D70C}_{c}-\unicode[STIX]{x1D70C}_{0})/\unicode[STIX]{x1D70C}_{0}$, $g^{\prime }=g\unicode[STIX]{x1D716}$ is the reduced gravity, $U=\sqrt{g^{\prime }H}$ is the velocity scale, $T=H/U$ is the time scale, $Re=UH/\unicode[STIX]{x1D708}$, where $\unicode[STIX]{x1D708}$ is the kinematic viscosity of the current. The terms $a$ and $K(q)$ are the coefficients of the interpolating curve $x_{N}=a+K(q)t^{\unicode[STIX]{x1D6FD}_{c}}$, with uncertainty ${\leqslant}4\,\%$ and ${\leqslant}3\,\%$ on $a$ and $K(q)$ respectively; $Re_{e}$ is the effective Reynolds number; the balance is viscous–buoyancy (v–b) or inertial–buoyancy (i–b).

Figure 15

Table 6.Parameters of the experiments with linearly stratified ambient fluid and $S=1$. The term ${\mathcal{N}}$ is the buoyancy frequency. For the other symbols, see the caption to table 5.

Figure 16

Figure 11.The coefficient $K(q)$ of the front position $x_{N}=K(q)t^{\unicode[STIX]{x1D6FD}_{c}}$. (a–c) Homogeneous ambient fluid with $\unicode[STIX]{x1D70C}_{c}=1.030,1.060,1.090~\text{g}~\text{cm}^{-3}$ respectively; the theoretical dependence is $K(q)\propto q^{1/2}$ in viscous–buoyancy balance and $K(q)\propto q^{1/4}$ in inertial–buoyancy balance. (d) Linearly stratified ambient fluid, $\unicode[STIX]{x1D70C}_{c}=1.086~\text{g}~\text{cm}^{-3}$, $S=1$; the theoretical dependence is $K(q)\propto q^{4/7}$ in viscous–buoyancy balance and $K(q)\propto q^{2/5}$ in inertial–buoyancy balance. The dashed lines limit the 95 % confidence band, and the vertical dashed lines indicate the value of $q$ separating the viscous–buoyancy (below) and inertial–buoyancy (above) regimes.

Figure 17

Figure 12.Diagram of the theoretical propagation-behaviour of a gravity current in a power-law channel of width $f(z)=bz^{\unicode[STIX]{x1D6FC}}$ with homogeneous, $S=0$, or stratified, $S=1$, ambient and volume ${\mathcal{V}}=qt^{\unicode[STIX]{x1D6FF}}$.

Figure 18

Figure 13.Numerical model results for a current advancing in a circular cross-section in the inertial–buoyancy regime in a homogeneous ambient fluid ($S=0$), with volume $\propto t^{2}$ ($\unicode[STIX]{x1D6FF}=2$). (a) The time series of the front position $\widetilde{x}_{N}$ (symbols) and the interpolating function of the equation $\widetilde{x}_{N}\propto \widetilde{t}^{1.24}$ (continuous red curve); (b) the time series of the exponent $\unicode[STIX]{x1D6FD}_{Ih}$, with the dashed horizontal line representing the theoretical value $\unicode[STIX]{x1D6FD}_{Ih}=5/4$; (c) profiles of the current at different times.

Figure 19

Figure 14.Numerical model results for a current advancing in a circular cross-section in the inertial–buoyancy regime in a linearly stratified ambient fluid ($S=1$), with volume $\propto t^{9/4}$ ($\unicode[STIX]{x1D6FF}=9/4$). (a) The time series of the front position $\widetilde{x}_{N}$ (symbols) and the interpolating function of the equation $\widetilde{x}_{N}\propto \widetilde{t}^{1.47}$ (continuous red curve); (b) the time series of the exponent $\unicode[STIX]{x1D6FD}_{Is}$, with the dashed horizontal line representing the theoretical value $\unicode[STIX]{x1D6FD}_{Is}=3/2$; (c) profiles of the current at different times.