Abstract

We present an experimental study of inertial gravity currents (GCs) propagating in a cylindrical wedge under different drainage directions (inward/outward), lock-release (full/partial gate width) and geometry (annulus/full cylinder). We investigate the following combinations representative of operational conditions for dam-break flows: (i) inward drainage, annular reservoir, full gate; (ii) outward drainage, full reservoir, full gate; and (iii) outward drainage, full reservoir, partial gate. A single-layer shallow-water (SW) model is used for modelling the first two cases, while a box model interprets the third case; the results of these approximations are referred to as “theoretical”. We performed a first series of experiments with water as ambient fluid and brine as intruding fluid, measuring the time evolution of the volume in the reservoir and the velocity profiles in several sections; in a second series, air was the ambient and water was the intruding fluid. Careful measurements, accompanied by comparisons with the theoretical predictions, were performed for the behaviour of the interface, radial velocity and, most important, the volume decay {mathcal {V}}(t)/{mathcal {V}}(0). In general, there is good agreement: the theoretical volume decay is more rapid than the measured one, but the discrepancies are a few percent and the agreement improves as the Reynolds number increases. Velocity measurements show a trend correctly reproduced by the SW model, although often a delay is observed and an over- or under-estimation of the peak values. Some experiments were conducted to verify the role of inconsistencies between experimental set-up and model assumptions, considering, for example, the presence or absence of a top lid, wedge angle much less than 2pi , suppression of the viscous corner at the centre, reduction of disturbances in the dynamics of the ambient fluid: all these effects resulted in negligible impacts on the overall error. These experiments provide corroboration to the simple models used for capturing radial drainage flows, and also elucidate some effects (like oscillations of the radial flux) that are beyond the resolution of the models. This holds also for partial width lock-release, where axial symmetry is lost.

Highlights

  • Gravity currents originate from a density difference within a fluid or between two fluids, one of which is called the ambient fluid

  • Radial gravity currents generated by the collapse of a cylindrical boundary in a cylindrical reservoir belong to the lock-release theory

  • For academic understating and practical use, it is important to consider the questions: (i) Is it possible to obtain a reliable conceptual picture of the flow processes without resorting necessarily to the more accurate and effort-consuming direct Navier–Stokes simulations (DNS)? (ii) For different drainage configurations, what is the accuracy associated with predictions provided by simplified models based on SW equations? (iii) In particular, what is the behaviour of the volume decay in the reservoir as a function of time? To address these questions, we have provided a large set of laboratory experiments involving (i) outward diverging drainage, (ii) inward converging drainage and (iii) outward partial width gate drainage

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Summary

Introduction

Gravity currents originate from a density difference within a fluid or between two fluids, one of which is called the ambient fluid. In the lock-release case, inertia dominates the early stage of the current, immediately after the removal of the cylindrical wall, while, in the case of constant influx rate, viscosity balances buoyancy in most of the domain and far from the inflow boundary In both cases, the radial spread of the current is time varying. The scales of velocity and time are found to be the same as those in Momen et al [16], but the cylindrical geometry introduces significant differences Note that, for this kind of problems, the configuration of flow is such that the radial length of the current is defined a priori, being the distance between the internal radius of the annular-shaped reservoir (possibly zero) and the external radius of the tank.

Theoretical models
Outward drainage
Inward drainage
Box model
Transition to the viscous regime
The experimental layout and procedures
The uncertainty in variables and parameters
The experiments
Discussions and conclusions
Full Text
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