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= Axisymmetric buoyant far-field plume in a quiescent unstratified environment =
= Axisymmetric buoyant far-field plume =
 
 
=== Underlying Flow Regime 1-06 ===  




=== Underlying Flow Regime 1-06 ===


= Description =
= Description =
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This document focusses on the underlying flow of the fully-developed, steady, vertical, axisymmetric (round) plume flowing in a still and unstratified environment. This includes consideration of both rising, positively-buoyant plumes and falling, dense, negatively-buoyant plumes. Only turbulent plumes are considered as this covers nearly all relevant engineering and environmental applications. For a review of laminar plumes, see .  
This document focusses on the underlying flow of the fully-developed, steady, vertical, axisymmetric (round) plume flowing in a still and unstratified environment. This includes consideration of both rising, positively-buoyant plumes and falling, dense, negatively-buoyant plumes. Only turbulent plumes are considered as this covers nearly all relevant engineering and environmental applications. For a review of laminar plumes, see .  


This UFR is relevant to the Application Challenges AC3-05 on buoyant gas air-mixing, AC4-03 on air flows in an open plan air-conditioned office, and AC4-04 on tunnel fires, and to UFR4-09 on confined buoyant plumes.
This UFR is relevant to the Application Challenges AC4-03 on air flows in an open plan air-conditioned office, and AC4-04 on tunnel fires, and to UFR4-09 on confined buoyant plumes.


== Overview of the UFR ==
== Overview of the UFR ==
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where ''U'' is the mean velocity, ''g'' gravity, ''D'' a characteristic length-scale, and ''ρ'' density. Subscript ∞ refers to the far-field value. The Froude number represents the ratio of inertial forces to buoyancy forces. It ranges in value from near zero for pure plumes, towards infinity for jets with negligible buoyancy. Chen & Rodi  analysed a number of jet and plume experiments and, using dimensional analysis, produced the graph reproduced in Figure 2, which shows the transition from jet- to plume-like behaviour with increasing ''Fr''.<ref>The local Froude number in this case is evaluated on the plume centreline. Note, the Fr defined by Chen & Rodi is the square of the definition of Fr given above.</ref>  
where ''U'' is the mean velocity, ''g'' gravity, ''D'' a characteristic length-scale, and ''ρ'' density. Subscript ∞ refers to the far-field value
<ref name="ftn1">In some cases, the densimetric Froude number is defined with the density difference
made dimensionless using the plume source density, ''&rho;, ''instead of the ambient density
''&rho;<sub>&infin;</sub>, ''e.g.
Chen&nbsp;&amp;&nbsp;Rodi&nbsp;[[UFR_1-06_References|[1]]]
and Hossain&nbsp;&amp;&nbsp;Rodi&nbsp;[[UFR_1-06_References|[8]]].</ref>
The Froude number represents the ratio of inertial forces to buoyancy forces. It ranges in value from near zero for pure plumes, towards infinity for jets with negligible buoyancy. Chen & Rodi  analysed a number of jet and plume experiments and, using dimensional analysis, produced the graph reproduced in Figure 2, which shows the transition from jet- to plume-like behaviour with increasing ''Fr''.
<ref name="ftn2">The local Froude number in this case is evaluated on the plume centreline.
Note, the ''Fr'' defined by Chen&nbsp;&amp;&nbsp;Rodi&nbsp;[[UFR_1-06_References|[1]]]
is the square of the definition of ''Fr'' given above.</ref>  




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|-
|-
|width="750" align="center"|<math>M_0=2\pi\int_0^{r_0}U^2 r\ dr\qquad\qquad
|width="750" align="center"|<math>M_0=2\pi\int_0^{r_0}U^2 r\ dr\qquad\qquad
     F_0=2\pi\int_0^{r_0}U_g\frac{\Delta\rho}{\rho_\infty}r\ dr</math>
     F_0=2\pi\int_0^{r_0}Ug\frac{\Delta\rho}{\rho_\infty}r\ dr</math>
|width="40"" align="right"|<math>\left(3\right)</math>
|width="40"" align="right"|<math>\left(3\right)</math>
|}
|}
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[[Image:UFR1-06_figure3.gif|center|700px]]
[[Image:UFR1-06_figure3.gif|center|700px]]


<center>'''Figure 3 '''Dimensionless mean velocity and mean concentrations profiles in a turbulent axisymmetric plume, from Papaanicolaou & List&nbsp;[[UFR_1-06_References|[9]]]</center>
<center>'''Figure 3 '''Dimensionless mean velocity and mean concentrations profiles in a turbulent axisymmetric plume, from Papanicolaou & List&nbsp;[[UFR_1-06_References|[9]]]</center>




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experimental data of George&nbsp;''et al''.&nbsp;[[UFR_1-06_References|[3]]].
experimental data of George&nbsp;''et al''.&nbsp;[[UFR_1-06_References|[3]]].
The methodology used in their studies is described below.
The methodology used in their studies is described below.
== Footnotes ==
<references/>


{{UFRHeader
{{UFRHeader
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{{ACContribs
{{ACContribs
| authors=Simon Gant
| authors=Simon Gant
| organisation=Lea Associates
| organisation=UK Health & Safety Laboratory
}}
}}




© copyright ERCOFTAC 2010
© copyright ERCOFTAC 2010

Latest revision as of 19:11, 11 February 2017

Front Page

Description

Test Case Studies

Evaluation

Best Practice Advice

References

Axisymmetric buoyant far-field plume

Underlying Flow Regime 1-06

Description

Preface

This document focusses on the underlying flow of the fully-developed, steady, vertical, axisymmetric (round) plume flowing in a still and unstratified environment. This includes consideration of both rising, positively-buoyant plumes and falling, dense, negatively-buoyant plumes. Only turbulent plumes are considered as this covers nearly all relevant engineering and environmental applications. For a review of laminar plumes, see .

This UFR is relevant to the Application Challenges AC4-03 on air flows in an open plan air-conditioned office, and AC4-04 on tunnel fires, and to UFR4-09 on confined buoyant plumes.

Overview of the UFR

Free vertical buoyant plumes and free-jets are related phenomena, both having a core region of higher momentum flow surrounded by shear layers bounding regions of quiescent fluid. However, whereas for jets the driving force for the fluid motion is a pressure drop through an orifice, for plumes the driving force is buoyancy due to gradients in fluid density. Plumes can develop due to density gradients caused by temperature differences, for example in fires, or can be generated by fluids of different density mixing (e.g. hydrogen releases in air). There are many flows of both engineering and environmental importance that feature buoyant plumes, ranging from flows in cooling towers and heat exchangers to large geothermal events such as volcanic eruptions. For a good introduction to turbulent jets and plumes, see Chen & Rodi [1] or List [6][7]. A more general discussion of buoyant flows is given in Gebhart et al[4].


UFR1-06 figure1.png
Figure 1 Flow development of a buoyant jet, from Chen & Rodi [1]


A free vertical buoyant plume can be split into a number of regions, see Figure 1. Close to the source, the flow is affected by details of the particular release conditions. This could include inertial effects if, for example, the flow involves a release of buoyant fluid through a nozzle under pressure, or, perhaps, other complexities associated with combustion in fire plumes. At a sufficient distance further downstream, the effects of the source conditions are lost, buoyancy forces dominate the flow and it exhibits plume behaviour. Between the near-source and far-field regions, there is a transitional region.


Plumes arising from continuous releases of buoyant fluid with significant initial momentum are classified as forced plumes or buoyant jets. Those involving a discrete release of buoyant fluid are termed thermals or puffs (e.g. as caused by an explosion), and starting plumes refer to the advancing front from a continuous buoyancy source in the initial phase of the release before a steady plume becomes established.


Buoyant jets (i.e. plumes with significant initial momentum) occur in a number of important practical applications such as the flow from smokestacks and cooling-water discharges into reservoirs. It is important in these cases to be able to identify when the transition occurs from jet-like behaviour near the source to plume-like behaviour in the far field. A common dimensionless parameter used to distinguish these two flow regions is the densimetric Froude number, Fr, given by:



where U is the mean velocity, g gravity, D a characteristic length-scale, and ρ density. Subscript ∞ refers to the far-field value [1] The Froude number represents the ratio of inertial forces to buoyancy forces. It ranges in value from near zero for pure plumes, towards infinity for jets with negligible buoyancy. Chen & Rodi analysed a number of jet and plume experiments and, using dimensional analysis, produced the graph reproduced in Figure 2, which shows the transition from jet- to plume-like behaviour with increasing Fr. [2]


Figure 2 shows how the difference in mean density between the axis of the plume and the far field value decays with distance from the inlet. In the jet-like region near the source, the density difference decays at a rate (xx0)-1 whereas in the fully-developed plume region it decays faster at (xx0)-5/3. Here, x is the axial coordinate and x0 is the “virtual” source location, see Figure 1. Empirical correlations for the decay rate of mean velocity and scalars in buoyant jets are given in Gebhart et al[4]. Both jets and plumes spread linearly in a uniform environment, although at different rates. Empirical correlations for the spreading rate in plumes are given later.


Another common measure used to assess when buoyant jets reach a fully-developed state is the Morton length scale, :



where M0 and F0 are the specific momentum and buoyancy added at the source of the plume:



For plumes with uniform properties at the source, this is equivalent to:



where Fr0 is the the source densimetric Froude number at the source and D the inlet source diameter.

UFR1-06 figure2.png
Figure 2 Decay of centreline density in round plumes from Chen & Rodi [1]


Papanicolau & List [9] suggest that jet-like conditions occur in turbulent buoyant jets for and fully-developed plume-like conditions for . However, there is some debate in the literature over the distance required to reach fully-developed plume conditions, see for example Dai et al [10] and Shabbir & George [11]. Mean parameters (velocity, temperature etc.) require a shorter distance to reach a fully-developed state than statistical quantities such as Reynolds stresses.


An important feature of the mean flow in the fully-developed region of turbulent buoyant plumes is “self-similarity” or “self-preserving” behaviour. In positively-buoyant plumes, as the less dense fluid rises and spreads, the mean velocity peak on the plume centreline decays and the plume becomes wider. However, the shape of the mean velocity profile remains the same. If the dimensionless radial profiles of the mean velocity are plotted at different vertical positions in the plume on the same graph axes, the curves all fall on top of one another. Self-similarity is also exhibited in the dimensionless temperature and species concentration profiles and in the dimensionless RMS turbulent fluctuations of velocity, temperature and concentration , , or . Sample data from the experiments of Papanicolaou & List [9] and Dai et al [10] shown in Figures 3 and 4 demonstrate this behaviour.


UFR1-06 figure3.gif
Figure 3 Dimensionless mean velocity and mean concentrations profiles in a turbulent axisymmetric plume, from Papanicolaou & List [9]


UFR1-06 figure4.gif
Figure 4 Dimensionless mixture fraction fluctuation profiles in a turbulent axisymmetric plume, from Dai et al [10]


Plume Analysis Based on Integral Equations

One means of analysing the flow behaviour of self-similar buoyant plumes is to use integral methods. This involves assuming profiles for the velocity, temperature and concentration based on experimental observations. The mean flow equations are then integrated over the whole plume cross-section to produce ordinary differential equations. The entrainment rate is also assumed, usually as a function of the local centreline velocity.

Theoretical analysis of self-similar plumes using integral methods began more than 50 years ago with the works of Yih [12], Rouse et al [13], Batchelor [14] and Morton et al [15] for plumes with small density differences in unstratified and stratified environments. More recently, these theories have been extended to consider plumes with significant density differences [16][17], with unsteady source strengths  [18][19][20] and fire plumes [21][22] [23][24].

The simplest analysis proceeds by assuming that the velocity and buoyancy force are constant across the plume and zero outside it (i.e. a 'top hat' profile). Transport equations for the conservation of volume, momentum and density deficit are integrated analytically with respect to the vertical distance, x, to arrive at expressions for the plume radius, b, the vertical velocity, U, and the density, ρ, inside the plume



where ρ1 is a reference density, α is an empirical entrainment coefficient and Q is the buoyancy flux, given by:



The empirical entrainment coefficient, α, relates the entrainment velocity, Ue, to the plume velocity (Ue = αU). This analysis was first published by Schmidt  [25] and is described in Morton et al [15].

Morton et al [15] extended the above approach, assuming Gaussian radial profiles for the velocity and buoyancy force instead of top-hat profiles. They found that the spreading rate of the plume (db/dx) was equal to 6α/5 and was independent of the strength of the buoyancy source. In their analysis they defined the plume radius, b, as the point where the velocity fell to e-1 of its centreline value (0.37Uc). Experiments undertaken by Morton et al[15] of positively buoyant plumes in stratified saline solutions found the entrainment coefficient to be around α = 0.093. More recent studies have suggested a value of α ≈ 0.082 for plumes in unstratified environments (for comparison, the entrainment constant for pure jets is α ≈ 0.057) [4][26].

Recently, Diez & Dahm [27] developed an alternative integral approach that does not rely upon the entrainment coefficient, α. Instead, it uses the integral equation for the momentum flux to develop an equation for the local centreline velocity. Diez & Dahm's model relies upon a parameter, cδ, which experiments show to be constant in the far-field of both jets and plumes.

Further details of integral methods applied to plumes and jets, including discussion of empirical models for α as a function of the Froude number, can be found in Chen & Rodi [1] and Gebhart et al [4].

Whilst integral methods can provide accurate results for relatively simple plumes it is difficult to extend the approach to model more complex turbulent flows, where for example the plume may hit a wall or encounter regions of flow recirculation. To study these more complex flows, a more general-purpose CFD approach must be used.

Review of UFR studies and choice of test case

CFD simulations of fully-developed, self-similar turbulent buoyant plumes have, to date, mainly solved the Reynolds-Averaged Navier Stokes (RANS) equations. Whilst Large Eddy Simulation (LES) can in theory be used to study such flows, it involves significantly greater computing resources. To the author's knowledge, the only study of the far-field, self-similar behaviour of plumes using LES is that undertaken by Zhou et al[28][29]. They simulated the thermal plumes of George et al. [3] and Shabbir & George [11] in [28] and those of Cetegen [30] in [29]. Whilst axisymmetric RANS simulations of these flows would involve meshes with around 4,000 cells, the large-eddy simulations of Zhou et al. [28][29] used more than 4 million cells.

Before describing the experimental and CFD studies on which this UFR documentation will be based, a brief review is provided below of other studies of the axisymmetric buoyant plume which, for various reasons, have not been adopted here.


Review of the nearly-relevant work

Experiments

There have been numerous experimental studies of the turbulent buoyant plume. A major review was undertaken by Chen & Rodi in 1980 [1]. They provided recommended values for the spreading rates of the plume based on the momentum and temperature or concentration of and . The momentum value was based on the experiments of George et al[3] which were considered to be the most consistent of the reviewed data.


Following Chen & Rodi's review, in the late 1980's and early 90's, Shabbir, George and Taulbee at the University of Buffalo published a number of papers on buoyant plume experiments  [31][32] [33][34]. In [33] they compared the magnitude of various terms in the kε model equations to values obtained directly from experiments. A particularly significant finding was that the streamwise heat flux, , was underpredicted by a factor of four using the standard kε model with the Simple Gradient Diffusion Hypothesis (SGDH) (described later). Apart from this shortcoming, however, the kε model was found to perform reasonably well.


More recently, Dai et al[10] performed experiments using negatively-buoyant plumes of CO2 and SF6 in air. A summary table, comparing their results for the axisymmetric buoyant plume against those of Papantoniou & List [35], Papanicolaou & List [9][36], Shabbir & George [34] and George et al[3] is reproduced in Table 1a.


Table 1a Summary of self-preserving buoyant plume properties, from Dai et al. [10]
UFR1-06 table1a.gif


Table 1b Densimetric Froude numbers for the experiments given in Table 1a, calculated using Equation (1).
Source   Fr0
Dai et al. [10]   3.75, 7.80
Papantoniou and List (1989)   1.89, 2.24
Papanicolaou and List (1988)   0.87 to 3.88
Papanicolaou and List (1987)   0.41 to 7.79
Shabbir and George (1992)   1.60, 1.80
George et al. (1977)   1.23


The third and fourth columns of Table 1a define the extent of the fully-developed flow regions in the axial direction made dimensionless using the source diameter, d, and the Morton length scale, lM.. Dai et al[10][37] [38][39], suggested that the large range in values of (x - x0)/lM shown in Table 1a is due to the fact that many researchers had incorrectly made measurements of transitional plumes exhibiting quasi-jet-like behaviour, rather than fully-developed, self-similar plumes. They attributed this partly to the difficulty in measuring concentrations accurately at significant distances from the source due to the relatively fast (xx0)-5/3 decay rate of scalars in plumes. They also noted that flow velocities in plumes are relatively low compared to jets, and so greater care had to be taken in the far field to prevent small external disturbances affecting measurements.


This matter was disputed by Shabbir & George [11] and George [40] who noted that plume measurements are strongly influenced by ambient thermal stratification. Since stratification is more difficult to control the further ones goes from the source, this could potentially affect measurements taken at larger axial distances, such as those taken by Dai et al[10][37] [38][39] at distances of z/D up to 151. In a neutral environment, conservation of energy implies conservation of buoyancy [1]. One means to check whether ambient thermal stratification has adversely affected measurements is therefore to ensure that buoyancy is conserved. Shabbir & George [11] carefully determined the rate of buoyancy added at the source and found that in their measurements, buoyancy was conserved to within 10%.


The other columns in Table 1a provide details of the shape of the self-similar profiles of the scalar within the fully-developed region. The radial mean scalar profiles were approximated using a Gaussian profile:



To obtain self-similar profiles, the mean properties were then scaled using the following formula, from List [6]:



The final two columns in Table 1a provide centreline values of the dimensionless mean scalar, F(0), and RMS scalar fluctuations, , for the various experiments. The sixth column provides details of the spreading rate of the plume, denoted , where is the plume radius as defined by the point where falls to e-1 of its centreline value.


The experiments undertaken by Dai et al[10][37] [38][39] indicated that self-similar round turbulent plumes were up to 40% narrower and had mean centreline scalar values and streamwise velocities that were up to 30% larger than were previously thought. This finding was confirmed by a later study by the same group using the same experimental arrangements [41]. The paper by Brescianini & Delichatsios [10] provides cross-plots of both Dai et al[10] and George et al [3] velocity profiles. These show that on a graph of velocity, U, versus radial location r/(xx0), the experimental profile from George et al[10] is significantly flatter and wider than the more recent data of Dai et al[10]. However, when plotted in dimensionless form (U/Uc versus r/r1/2) the data are remarkably similar.


In 1994, Shabbir & George [11] repeated the earlier experiments of George et al[3] with the joint aim of reproducing the earlier experiments under stricter laboratory conditions and investigating the budgets of the mean energy and momentum equations. The peak mean values and plume half-widths were found to be in good agreement with their earlier work (see also Heskestad [43] for comparisons). Shabbir & Taulbee [44] recently provided further analysis of the budgets for the turbulent heat flux and Reynolds stress transport equations to help with the development of new second-moment closure models. They found that the “local equilibrium assumption” (where production and dissipation are in balance) provided a reasonable approximation for the turbulent heat flux transport equation but that convection and diffusion terms were significant in the Reynolds stress budgets. This finding has implications for the development of algebraic stress models (see later). A priori assessment of simple pressure-correlation models for the turbulent heat flux and Reynolds stress equations were also presented in  [44]. They found that the measured axial heat flux, , was generally several times larger than that modelled by a simple Boussinesq gradient diffusion form and proposed an algebraic stress model to improve its prediction.


A recent experimental study by Yao & Marshall [45] used Planar Laser Induced Fluorescence (PLIF) to investigate turbulent buoyant salt-water plumes. Results were given for the fully-developed region extending approximately from 6 < (x-x0)/D < 30, where the mean plume radius was found to increase linearly and the dimensionless density difference decay according to the -5/3 law. Velocity measurements were not made. Dimensionless RMS concentration fluctuations varied between 0.35 and 0.45, in fair agreement with the earlier experiments reported in Table 1a. The purpose of Yao & Marshall's measurements was to simulate fire plumes. However, as they noted, care should be taken in interpreting data from salt-water experiments since the Schmidt number in liquid plumes is nearly three orders of magnitude larger than the corresponding value in gaseous plumes. The effect of this higher Schmidt number is to inhibit scalar mixing at small scales and near walls, where molecular diffusion is significant.


The review paper by Heskestad [43], discussed briefly the variability in reported measured peak values and spreading rates in axisymmetric plume experiments, shown in Table 2. Heskestad's earlier fire plume measurements [22], were in reasonably good agreement with the measurements of George et al[3]. For the spreading rate of the plume, Heskestad [heske98] commented that the George et al[3] and Shabbir & George [11] experiments were considered the most reliable. Chen & Rodi [1] also considered the work of George et al[3] to be the most consistent of their reviewed data.


Table 2 Summary of experimental plume characteristics from Heskestad [43]
Study Centreline velocity, U0 Half-width based on velocity, bU Centreline temperature difference, ΔT0 Half-width based on temperature, bΔT
Hesketad [22] 3.4 9.1 0.12
George et al. [3] 3.4 1.08 9.1 0.104
Shabbir & George [11] 3.4 1.07 9.4 0.10
Papanicolaou & List [9] 3.9 14.3 0.09
Dai et al. [10] 12.6 0.08

CFD Studies

One of the most comprehensive early CFD studies of buoyant plumes was undertaken by Hossain & Rodi [8]. They examined the performance of an algebraic stress and heat flux model in axisymmetric and plane plumes, buoyant jets and pure jets. Their model was based on the differential stress model of Gibson & Launder [46] which is described in some detail in their paper. They showed how the differential model was simplified to algebraic expressions by neglecting the convective and diffusive fluxes, effectively assuming that the flow only evolves slowly (i.e. local equilibrium). The validity of this assumption in buoyant plumes was examined subsequently by Shabbir & Taulbee [33]. The proposed algebraic model shared some features with the standard kε model but used modified expressions for the stresses and heat fluxes and a more sophisticated diffusion term. An important feature of the model was that the coefficients appearing in the eddy viscosity and diffusivity were functions of buoyancy parameters (not the case with the standard kε model). The model also incorporated an empirical correction for the round-jet/plane-jet anomaly first proposed by Rodi [47]. The buoyancy term in the modelled ε-equation was empirical in nature and Hossain & Rodi [8] acknowledged that it would not be well suited to more general flow situations. To simulate the axisymmetric plume, they used a parabolic method where the numerical grid adjusted itself to the increase in plume width using a dimensionless stream function as a lateral coordinate. Both the limiting cases of pure jets and pure plumes were well predicted by the algebraic model as was the transition between jet and plume-behaviour in buoyant jets.


A number of more recent CFD simulations of axisymmetric buoyant plumes have also used variants of the standard k – ε turbulence model. Nam & Bill [48] performed simulations of pool fires using the commercial code PHOENICS and modified the standard Launder & Spalding [49] model by changing, arbitrarily, the values of the effective Prandtl number, σeff, and the model constant, cμ, from 1.0 and 0.09 to 0.614 and 0.109, respectively, to obtain improved results in buoyant plumes. They then used their modified model to simulate buoyant ceiling jets and found results to be slightly better than with the standard model. The consequences of changing these constants on the model's performance in other flows was not explored.


Hara & Kato [50] used a standard k – ε model and presented results using different meshes with various modifications to the cε3 constant in the buoyancy production term of the ε-equation. They compared results to the experiments of Yokoi [51], which involved releases of buoyant fluid through a circular orifice, but modelled this as a square orifice to enable the use of hexahedral Cartesian grids. Results were found to be grid-sensitive and recommendations regarding resolution were provided. Differences in the cε3 constant were found to have no effect on results.


The study by Brescianini & Delichatsios [42] also examined the k – ε model in combination with different sub-models for the turbulence production due to buoyancy, including the Boussinesq Simple Gradient Diffusion Hypothesis (SGDH), the Generalized Gradient Diffusion Hypothesis (GGDH) of Daly & Harlow [52] and the algebraic model of Hossain & Rodi [8]. The SGDH and GGDH models are described in detail later in this UFR. They compared CFD predictions mainly to the experimental measurements of Dai et al[41] and examined both axisymmetric and plane plumes. None of the model variants were found to capture all the flow details of both axisymmetric and plane plumes and no firm conclusions were drawn regarding the best turbulence buoyancy production model. The GGDH model was found to give improved predictions of the streamwise mass flux compared to SGDH. The Hossain & Rodi [8] model was also found sometimes to produce better results than GGDH. However, Brescianini & Delichatsios [42] noted that the Hossain & Rodi [8] model was sensitive to the model constants and was more complex to implement. They concluded that given the overall satisfactory performance of the k – ε model in predicting the mean-flow quantities, there was no real advantage to be gained in using a higher-order closure model to study buoyant plumes.


Yan & Holmstedt [53] compared two k – ε model variants against the George et al[3] experiments for the axisymmetric plume. The first variant was a standard k – ε model with SGDH and the second involved an additional algebraic stress model for the production term in the k-equation combined with GGDH for the production due to buoyancy. The additional algebraic stress model was based on a second-moment-closure correction devised by Davidson [54] The k – ε model with SGDH was found to underpredict the spreading rate of the plume, producing overly-high temperatures and velocities in the core. Their modified model produced better results for the axisymmetric plume. They went on to examine buoyant diffusion flames using their new approach.


Malin & Younis [55] also compared CFD predictions to the George et al[3] data but used second-moment-closure models and the parabolic PHOENICS solver. The objective of Malin & Younis's study was to extend the second-moment closure model of Gibson & Younis  [56][57][58] to buoyant flows and examine its performance in free turbulent jets and plumes. The model produced good predictions of the mean axial velocity and temperature profiles and was able to capture, at least qualitatively, the anisotropy in the Reynolds stresses.


Van Maele & Merci [2] recently examined both an axisymmetric and a plane buoyant wall plume using SGDH and GGDH variants of the standard k – ε model and a realizable k – ε model with the commercial code, Fluent. The SGDH source term was shown to have little effect in the axisymmetric plume case, and consequently the turbulent kinetic energy was underpredicted and the centreline velocity and temperature were overpredicted. The GGDH model was found to perform well with either of the two k – ε model variants. For the axisymmetric plume case, results were compared to the experimental data of George et al[3].


Finally, Craft et al[59] mentioned briefly the results for the buoyant plume in discussing developments of their Two-Component Limit (TCL) second-moment-closure model. Predictions using the TCL model were compared to the experiments of Cresswell et al[60] and results from a “basic” second-moment-closure model. The spreading rate of the self-similar buoyant plume was found to be better predicted using the more sophisticated TCL model.

Parabolic Solvers

A number of the early CFD studies discussed above used a parabolic or space-marching solution method. This involves the solution of simplified boundary-layer-type transport equations. Comparisons of model predictions using parabolic and elliptic codes for jets and plumes are given by El Baz et al[61], Magi et al. [62] and Haroutunian & Launder [63]. In axisymmetric free-jets, El Baz et al[61] and Magi et al. [62] found that the use of an elliptic instead of a parabolic approach resulted in differences in the predicted spreading rates of 10% or more. In axisymmetric buoyant plumes, Haroutunian & Launder [63] found that spreading rates differed by only a few percent, but second moments differed by more than 30% in some cases. Given the capabilities of current desktop computers, there is no longer a need on the grounds of grid-resolution and computing time to use a parabolic solver in far-field plume simulations. However, care must be taken when using elliptic codes to ensure that the solution is not restricted or influenced by the side entrainment boundaries.

Studies on which this UFR review will be based

The work of Van Maele & Merci [2] has been chosen as providing the most appropriate currently available information on which comparisons have been made between CFD and experiment. Their study represents a good match for what is required for this UFR. They examined SGDH and GGDH variants of the both the standard k – ε model and a realizable k – ε model using the commercial CFD software, Fluent. The paper provides a thorough description of methodology used, including description of the numerical methods and a grid-dependence study. Both axisymmetric and plane wall plumes were examined, the former using the experimental data of George et al[3]. The methodology used in their studies is described below.

Footnotes

  1. In some cases, the densimetric Froude number is defined with the density difference made dimensionless using the plume source density, ρ, instead of the ambient density ρ, e.g. Chen & Rodi [1] and Hossain & Rodi [8].
  2. The local Froude number in this case is evaluated on the plume centreline. Note, the Fr defined by Chen & Rodi [1] is the square of the definition of Fr given above.


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Test Case Studies

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References


Contributed by: Simon Gant — UK Health & Safety Laboratory


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