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Proceeding Paper

Fluid Densities Defined from Probability Density Functions, and New Families of Conservation Laws †

School of Engineering and Information Technology, The University of New South Wales, Canberra, ACT 2600, Australia
Presented at the 41st International Workshop on Bayesian Inference and Maximum Entropy Methods in Science and Engineering, Paris, France, 18–22 July 2022.
Phys. Sci. Forum 2022, 5(1), 14; https://doi.org/10.3390/psf2022005014
Published: 8 November 2022

Abstract

:
The mass density, commonly denoted ρ ( x , t ) as a function of position x and time t, is considered an obvious concept in physics. It is, however, fundamentally dependent on the continuum assumption, the ability of the observer to downscale the mass of atoms present within a prescribed volume to the limit of an infinitesimal volume. In multiphase systems such as flow in porous media, the definition becomes critical, and has been addressed by taking the convolution [ ρ ] ( x , t ) = V ( x , t ) w ( r , t ) ρ ( x + r , t ) d V ( r , t ) , involving integration of a local density ρ ( x + r , t ) multiplied by a weighting function w ( r , t ) over the small local volume V ( r , t ) , where [ · ] is an expectation and r is a local coordinate. This weighting function is here formally identified as the probability density function p ( r | t ) , enabling the construction of densities from probabilities. This insight is extended to a family of five probability densities derived from p ( u , x | t ) , applicable to fluid elements of velocity u and position x at time t in a fluid flow system. By convolution over a small geometric volume V and/or a small velocimetric domain U , these can be used to define five corresponding fluid densities. Three of these densities are functions of the fluid velocity, enabling a description of fluid flow of higher fidelity than that provided by ρ ( x , t ) alone. Applying this set of densities within an extended form of the Reynolds transport theorem, it is possible to derive new families of integral conservation laws applicable to different parameter spaces, for the seven common conserved quantities (fluid mass, species mass, linear momentum, angular momentum, energy, charge and entropy). The findings considerably expand the set of known conservation laws for the analysis of physical systems.

1. Introduction

The Reynolds [1] transport theorem provides a generalized integral conservation law for any conserved quantity in a body of fluid (fluid volume), moving through a defined region of space (control volume). This is commonly used to formulate conservation laws for seven important conserved quantities in fluid flow systems: fluid mass, species mass, linear momentum, angular momentum, energy, charge and entropy [2,3]. By application to a differential fluid element, the theorem can also be connected to corresponding differential equations for each phenomenon [2,3,4,5,6,7]. Extensions of the Reynolds transport theorem have also been given for moving and smoothly-deforming control volumes [2,3,8], domains with discontinuities [8,9], irregular and rough domains [10,11], two-dimensional domains [12,13,14,15,16], and differentiable manifolds or chains in the formalism of exterior calculus [17,18,19]. These formulations all involve one-parameter (temporal) mappings of the conserved quantity induced by a velocity vector field in geometric space. An analogous spatial averaging theorem, based on spatial rather than time derivatives of the fluid volume, has also been presented (e.g., [20,21,22,23]).
A recent generalized form of the Reynolds transport theorem [24] gives a multivariate mapping of the density of a conserved quantity in a generic coordinate space, induced by a vector or tensor field. In contrast to a transport theorem, which examines the integral curves (pathlines) described in time by a velocity vector field, the extended theorem provides parameterized univariate or multivariate integral curves connecting different locations within a coordinate space—or in other words, a transformation theorem. This can be used, for example, to examine different positions in a velocity space connected by a velocity gradient tensor field, different positions in a spectral space connected by a velocity-wavenumber tensor field, or different positions in a velocity-chemical species space connected by velocity and concentration gradient tensor fields [24,25]. The generalized framework also yields new Liouville equations for the conservation of probability, and new Koopman and Perron-Frobenius operators for the evolution of observable or probability densities [24].
The aim of this work is to examine the formulation of different fluid densities required for the extended Reynolds transport theorems in different Eulerian coordinate spaces, including volumetric space, velocimetric space and velocivolumetric (phase) space. The analysis starts from a family of five probability density functions (pdfs), which by convolution are used to define corresponding fluid densities in the different spaces, and then the generalized densities of any conserved quantity in the fluid. Applying these densities within the extended Reynolds framework, we derive new families of integral conservation laws for the different coordinate spaces, analogous to those derived from the traditional Reynolds transport theorem [2,3]. An extended version of this analysis is also available [26]. Applied broadly to different types of spaces, the findings considerably expand the set of known conservation laws for the analysis of fluid flow systems.

2. The Velocivolumetric Eulerian Description

Fluid flow systems are most commonly analysed using the Eulerian description of continuum mechanics, in which each local property is defined as a function of Cartesian coordinates x Ω R 3 and time t R as the fluid moves past, where Ω is a three-dimensional volumetric space. This description enables the definition of local variables of extensive quantities such as the velocity vector u ( x , t ) , the mass density ρ ( x , t ) and the mass concentration ρ c ( x , t ) of the cth chemical species, and also of intensive quantities such as the temperature T ( x , t ) and pressure P ( x , t ) .
In this study, we adopt an extended velocivolumetric Eulerian description of a fluid flow or dynamical system, in which each local property is specified as a function of the instantaneous fluid velocity u D R 3 , position x Ω R 3 and time t R as the fluid moves past, where D is a three-dimensional velocity domain. This treatment is analogous to the phase space description used in physics, enabling a more comprehensive treatment of the velocity dependence of physical quantities. We further consider two choices for the integration of any continuum variable ψ ( u , x , t ) over the velocivolumetric domain D × Ω : (i) the geometric approach of integrating first over D ( x , t ) and then Ω ( t ) , or (ii) the velocimetric approach of integrating over Ω ( u , t ) and then D ( t ) . The set of ordered triples ( u , x , t ) for a fluid flow system can in principle be mapped into either of these representations, enabling an equivalence in the mathematical treatment of the volumetric and velocimetric domains, despite their very different physical interpretations.

3. A Hierarchy of Densities

3.1. Probability Density Functions

We start from a family of five pdfs, to provide the foundation for the velocivolumetric description of fluid flow systems:
(a)
A volumetric pdf p ( x | t ) : Ω × R R 0 + [m−3];
(b)
A velocimetric pdf p ( u | t ) : D × R R 0 + [(m s−1)−3];
(c)
A velocivolumetric (phase space) pdf p ( u , x | t ) : D × Ω × R R 0 + [m−3 (m s−1)−3];
(d)
A conditional velocimetric pdf p ( u | x , t ) : D × Ω × R R 0 + [(m s−1)−3]; and
(e)
A conditional volumetric pdf p ( x | u , t ) : Ω × D × R R 0 + [m−3];
Philosophically, these pdfs can be interpreted as measurable frequency distributions, or more broadly as Bayesian probability distributions subject to the sum and product rules of probability theory [27]. Defining d V = d x d y d z for an infinitesimal volume element and d U = d u d v d w for an infinitesimal velocity element, the five pdfs will by definition satisfy the nine relations:
1 = Ω ( t ) p ( x | t ) d V , 1 = D ( t ) p ( u | t ) d U , 1 = Ω ( t ) D ( x , t ) p ( u , x | t ) d U d V = D ( t ) Ω ( u , t ) p ( u , x | t ) d V d U , p ( x | t ) = D ( x , t ) p ( u , x | t ) d U , p ( u | t ) = Ω ( u , t ) p ( u , x | t ) d V , p ( u | x , t ) = p ( u , x | t ) p ( x | t ) , p ( x | u , t ) = p ( u , x | t ) p ( u | t ) , 1 = D ( x , t ) p ( u | x , t ) d U , 1 = Ω ( u , t ) p ( x | u , t ) d V
The integration pathways between these five pdfs are illustrated in the relational diagram in Figure 1. As evident from the definitions, p ( x | t ) is well-known in fluid mechanics, for example in the Liouville equation, while p ( u , x | t ) is the most fundamental of the set, forming the basis of the other four pdfs. The pdf p ( u | t ) is quite strange, being integrated over position but not velocity, and therefore represents the aggregated probability density of all fluid flow elements in Ω with the same velocity.

3.2. Fluid Densities

The family of five pdfs are now used to define corresponding fluid mass densities, four of which are not usually encountered in the analysis of fluid flow systems:
(a)
A volumetric fluid density ρ : Ω × R R 0 + , ( x , t ) ρ ( x , t ) [kg m−3];
(b)
A velocimetric fluid density Д : D × R R 0 + , ( u , t ) Д ( u , t ) [kg (m s−1)−3];
(c)
A velocivolumetric (phase space) fluid density ζ : D × Ω × R R 0 + , ( u , x , t ) ζ ( u , x , t ) [kg m−3 (m s−1)−3];
(d)
A conditional velocimetric fluid density η : D × Ω × R R 0 + , ( u , x , t ) η ( u , x , t ) [kg (m s−1)−3]; and
(e)
A conditional volumetric fluid density ξ : D × Ω × R R 0 + , ( u , x , t ) ξ ( u , x , t ) [kg m−3];
The density Д uses the Cyrillic “de” character, from the transliteration of “density”.
Considering a fluid volume of fixed fluid mass M, the five fluid densities are defined to satisfy the following nine relations analogous to (1):
M = Ω ( t ) ρ ( x , t ) d V , M = D ( t ) Д ( u , t ) d U , M = Ω ( t ) D ( x , t ) ζ ( u , x , t ) d U d V = D ( t ) Ω ( u , t ) ζ ( u , x , t ) d V d U , ρ ( x , t ) = D ( x , t ) ζ ( u , x , t ) d U , Д ( u , t ) = Ω ( u , t ) ζ ( u , x , t ) d V , η ( u , x , t ) = ζ ( u , x , t ) M ρ ( x , t ) , ξ ( u , x , t ) = ζ ( u , x , t ) M Д ( u , t ) , M = D ( x , t ) η ( u , x , t ) d U , M = Ω ( u , t ) ξ ( u , x , t ) d V
The integration pathways between the fluid densities are illustrated in the relational diagram in Figure 2.
In studies of multiphase systems such as flow in porous media, the definition of Eulerian continuum variables is complicated by the presence of phase boundaries, which break the continuum assumption. To address this, numerous authors define an expected local fluid density [ ρ ( x , t ) ] by integration of the density ρ ( x + r , t ) multiplied by a weighting function w ( r , t ) over a small finite fluid volume V ( r , t ) , where [ · ] is the volumetric expectation and r Ω is the local coordinate vector (e.g., [28,29,30]). This avoids the problems caused by taking a fluid volume to its infinitesimal limit. The weighting function w ( r , t ) satisfies the properties of the pdf p ( r | t ) , and is here formally identified as such. From this insight, and also considering a small velocimetric domain U with local coordinate s D for velocity averaging, as well as the small fluid mass domain m in either representation, the five fluid densities can be defined from their underlying pdfs by the convolutions:
[ ρ ] ( x , t ) = m ( x , t ) p ( r | t ) d m ( x + r , t ) = V ( x , t ) p ( r | t ) ρ ( x + r , t ) d V ( r , t ) Д ( u , t ) = m ( u , t ) p ( s | t ) d m ( u + s , t ) = U ( u , t ) p ( s | t ) Д ( u + s , t ) d U ( s , t ) [ ζ ] ( u , x , t ) = m ( u , x , t ) p ( s , r | t ) d m ( u + s , x + r , t ) = V ( x , t ) U ( u , x + r , t ) p ( s , r | t ) ζ ( u + s , x + r , t ) d U ( s , x + r , t ) d V ( s , r , t ) = U ( u , t ) V ( u + s , x , t ) p ( s , r | t ) ζ ( u + s , x + r , t ) d V ( u + s , r , t ) d U ( s , r , t ) η ( u , x , t ) = m ( u , x , t ) p ( s | x , t ) d m ( u + s , x , t ) = U ( u , x , t ) p ( s | x , t ) η ( u + s , x , t ) d U ( s , x , t ) [ ξ ] ( u , x , t ) = m ( u , x , t ) p ( r | u , t ) d m ( u , x + r , t ) = V ( u , x , t ) p ( r | u , t ) ξ ( u , x + r , t ) d V ( u , r , t )
where · is a local velocimetric expectation, and d m is an infinitesimal element of fluid mass. Note that if each pdf is assumed uniformly distributed over its domain, each expected fluid density reduces to the product of its underlying pdf and the fluid mass, as required by dimensional considerations. The expectation notations in (3) are now dropped.

3.3. Generalized Densities

Using the generalized fluid densities, we can construct five generalized densities of any conserved extensive quantity carried by a fluid:
(a)
Volumetric densities α : Ω × R R 0 + , ( x , t ) α ( x , t ) [qty m−3];
(b)
Velocimetric densities β : D × R R 0 + , ( u , t ) β ( u , t ) [qty (m s−1)−3];
(c)
Velocivolumetric (phase space) densities φ : D × Ω × R R 0 + , ( u , x , t ) φ ( u , x , t ) [qty m−3 (m s−1)−3];
(d)
Conditional velocimetric densities θ : D × Ω × R R 0 + , ( u , x , t ) θ ( u , x , t ) [qty (m s−1)−3]; and
(e)
Conditional volumetric densities ϵ : D × Ω × R R 0 + , ( u , x , t ) ϵ ( u , x , t ) [qty m−3];
where “qty” denotes the units of the conserved quantity. These are defined by the relations:
α ( x , t ) = ρ ( x , t ) α ̲ ( x , t ) , β ( u , t ) = Д ( u , t ) β ˘ ( u , t ) , φ ( u , x , t ) = ζ ( u , x , t ) φ ˘ ̲ ( u , x , t ) , θ ( u , x , t ) = η ( u , x , t ) θ ˘ ̲ ( u , x , t ) , ϵ ( u , x , t ) = ξ ( u , x , t ) ϵ ˘ ̲ ( u , x , t )
where α ̲ , β ˘ , φ ˘ ̲ , θ ˘ ̲ and ϵ ˘ ̲ [qty kg−1] are specific densities, representing the quantity carried per unit fluid mass. For precision, these are labeled by an underline to indicate position dependence (a function of x ), or a breve accent to indicate velocity dependence (a function of u ). However, the fluid velocity u does not require these designations, being already velocity-dependent.
The family of generalized densities will satisfy a set of integral relations analogous to (2), equating to the total integrated quantity Q ( t ) [qty] rather than the total fluid mass M. The integral connections between generalized densities can also be plotted in a relational diagram analogous to Figure 2.

4. The Generalized Reynolds Transport Theorem and Example Systems

Recently, a generalized extension of the Reynolds transport theorem was presented for the multivariate mapping of the density of a conserved quantity in a generic coordinate space, induced by a vector or tensor field [24]. For the generalized density ψ of a conserved quantity in an n-dimensional domain Ω within an n-dimensional space M , described by the global Cartesian coordinate vector X R n and parameter vector C R m , this reduces to:
d Ω ( C ) ψ d n X = C Ω ( C ) ψ d n X · d C = Ω ( C ) C ψ + X · ψ V d n X · d C ,
where V = ( C X ) is a smooth vector or tensor field (a function of C ), X is the gradient with respect to X , C is the gradient with respect to C , and d n X is a volume element in Ω . This is applicable to all spaces containing the density field ψ ( V , C ) of a conserved quantity, not just the volumetric spaces usually considered in fluid mechanics.
We now apply (5) to three example formulations, also reported in [26]. In the following, we adopt the following specific quantities in (4): specific mass of fluid 1 [–], specific mass χ c of chemical species c [kg c kg 1 ], specific linear momentum (fluid velocity) u [m s 1 ], specific angular momentum r × u [m 2 s 1 ] (where r is the local lever arm radius [m]), specific energy e [J kg 1 ], specific charge z [C kg 1 ] and specific entropy s [J K 1 kg 1 ]. We also use the following terms: rate of change of mass M ˙ c of species c, total force F , total torque T , total energy E, heat flow rate Q ˙ i n , rate of work W ˙ i n , total charge Z, electrical current I, charge z c on species c, total entropy S, entropy production σ ˙ and non-fluid entropy flow rate S ˙ n f .

4.1. Volumetric-Temporal Formulation

Consider the traditional example of a volumetric space Ω with coordinates X = x , time parameter C = t and generalized density α ( x , t ) = ρ ( x , t ) α ̲ ( x , t ) . The field is V = x / t = u , the velocity field. Equation (5) gives:
D Q D t = d Q d t = d d t Ω ( t ) α d V = Ω ( t ) α t + x · ( α u ) d V
where D / D t is the substantial or material derivative, in this case equivalent to the total derivative d / d t . Equation (6) is the standard Reynolds transport theorem [1,2,3,8,9]. The integral conservation laws obtained from (6) are listed in Table 1 (e.g., [2,3,4,5,6,7]).

4.2. Velocimetric-Temporal Formulation

Consider a velocimetric space D with coordinates X = u , time parameter C = t and generalized density β ( u , t ) = Д ( u , t ) β ˘ ( u , t ) . The field is V = u / t = u ˙ , the local acceleration vector field. Equation (5) gives:
D Q D t = d Q d t = d d t D ( t ) β d U = D ( t ) β t + u · ( β u ˙ ) d U
Equation (7) provides a new velocimetric-temporal formulation of the Reynolds transport theorem [24]. The integral conservation laws obtained from (7) for the seven conserved quantities are listed in Table 2. Since these integrals are equal to the total rate of change of the conserved quantity d Q / d t , they equate to the same source-sink terms as for the volumetric-temporal formulation (Table 1).

4.3. Time-Independent Velocimetric-Spatial Formulation

Finally, consider a time-independent velocivolumetric space D × Ω with velocity coordinates X = u , spatial parameter C = x and generalized density φ ( u , x ) = ζ ( u , x ) φ ˘ ̲ ( u , x ) . The field is V = ( x u ) = G , the velocity gradient tensor field. Equation (5) gives:
x α = x D ( x ) φ d U = D ( x ) x φ + u · ( φ G ) d U
The integral conservation laws obtained from (8) for the seven identified conserved quantities are listed in Table 3. These relations are of different character to those in Table 1 and Table 2, giving new expressions for the spatial gradient of each generalized density α = ρ α ̲ .

5. Conclusions

This study examines the formulation of different fluid densities required by a generalized Reynolds transport theorem for different coordinate spaces [24], based on a velocivolumetric Eulerian description of fluid flow. The family of five pdfs p ( u , x | t ) , p ( x | t ) , p ( u | t ) , p ( u | x , t ) and p ( x | u , t ) are used by convolution to define corresponding fluid densities ζ ( u , x , t ) , ρ ( x , t ) , ( u , t ) , η ( u , x , t ) and ξ ( u , x , t ) . These in turn can be used with specific quantities to define generalized densities of any conserved quantity in the fluid. Applying these densities within the extended Reynolds framework, we derive new families of integral conservation laws for seven important conserved quantities in the volumetric, velocimetric and time-independent velocivolumetric formulations. The analyses substantially expand the scope of known conservation laws for the analysis of fluid flow systems.

Funding

This work was supported by internal funding from The University of New South Wales, Australia, and Institute Pprime/CNRS, Poitiers, France.

Institutional Review Board Statement

Not applicable.

Informed Consent Statement

Not applicable.

Data Availability Statement

No data were generated in this study.

Acknowledgments

We thank Daniel Bennequin, Juan Pablo Vigneaux and the group at IMJ-PRG, Université Paris Diderot, for technical comments.

Conflicts of Interest

The author declares no conflict of interest. The funders had no role in the design of the study; in the collection, analyses, or interpretation of data; in the writing of the manuscript, or in the decision to publish the results.

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Figure 1. Relational diagram between the pdfs defined in this study [26].
Figure 1. Relational diagram between the pdfs defined in this study [26].
Psf 05 00014 g001
Figure 2. Relational diagram between the fluid densities defined in this study [26].
Figure 2. Relational diagram between the fluid densities defined in this study [26].
Psf 05 00014 g002
Table 1. Conservation Laws for the Volumetric-Temporal Formulation [2,3,4,5,6,7].
Table 1. Conservation Laws for the Volumetric-Temporal Formulation [2,3,4,5,6,7].
Conserved QuantityDensity = ρ α - Integral Equation
Fluid mass ρ 0 = Ω ( t ) ρ t + x · ( ρ u ) d V
Species mass ρ χ ̲ c M ˙ c = Ω ( t ) ρ χ ̲ c t + x · ( ρ χ ̲ c u ) d V
Linear momentum ρ u F = Ω ( t ) ρ u t + x · ( ρ u u ) d V
Angular momentum ρ ( r ̲ × u ) T = Ω ( t ) ρ ( r ̲ × u ) t + x · ( ρ ( r ̲ × u ) u ) d V
Energy ρ e ̲ D E D t = Q ˙ i n + W ˙ i n = Ω ( t ) ρ e ̲ t + x · ( ρ e ̲ u ) d V
Charge (in solution) ρ z ̲ D Z D t = I + c z c M ˙ c = Ω ( t ) ρ z ̲ t + x · ( ρ z ̲ u ) d V
Entropy ρ s ̲ D S D t = σ ˙ + S ˙ n f = Ω ( t ) ρ s ̲ t + x · ( ρ s ̲ u ) d V
Table 2. Conservation Laws for the Velocimetric-Temporal Formulation.
Table 2. Conservation Laws for the Velocimetric-Temporal Formulation.
Conserved QuantityDensity = Д β ˘ Integral Equation
Fluid mass Д 0 = D ( t ) Д t + u · ( Д u ˙ ) d U
Species mass Д χ ˘ c M ˙ c = D ( t ) Д χ ˘ c t + u · ( Д χ ˘ c u ˙ ) d U
Linear momentum Д u F = D ( t ) Д u t + u · ( Д u u ˙ ) d U
Angular momentum Д ( r ˘ × u ) T = D ( t ) Д ( r ˘ × u ) t + u · ( Д ( r ˘ × u ) u ˙ ) d U
Energy Д e ˘ D E D t = Q ˙ i n + W ˙ i n = D ( t ) Д e ˘ t + u · ( Д e ˘ u ˙ ) d U
Charge (in solution) Д z ˘ D Z D t = I + c z c M ˙ c = D ( t ) Д z ˘ t + u · ( Д z ˘ u ˙ ) d U
Entropy Д s ˘ D S D t = σ ˙ + S ˙ n f = D ( t ) Д s ˘ t + u · ( Д s ˘ u ˙ ) d U
Table 3. Conservation Laws for the Time-Independent Velocimetric-Spatial Formulation.
Table 3. Conservation Laws for the Time-Independent Velocimetric-Spatial Formulation.
Conserved QuantityDensity = ζ φ - ˘ Integral Equation
Fluid mass ζ x ρ = D ( x ) x ζ + u · ( ζ G ) d U
Species mass ζ χ ̲ ˘ c x ( ρ χ ̲ c ) = D ( x ) x ( ζ χ ̲ ˘ c ) + u · ( ζ χ ̲ ˘ c G ) d U
Linear momentum ζ u x ( ρ u ) = D ( x ) x ( ζ u ) + u · ( ζ u G ) d U
Angular momentum ζ ( r ˘ ̲ × u ) x ( ρ ( r ̲ × u ) ) = D ( x ) x ( ζ ( r ˘ ̲ × u ) ) + u · ( ζ ( r ˘ ̲ × u ) G ) d U
Energy ζ e ̲ ˘ x ( ρ e ̲ ) = D ( x ) x ( ζ e ̲ ˘ ) + u · ( ζ e ̲ ˘ G ) d U
Charge (in solution) ζ z ̲ ˘ x ( ρ z ̲ ) = D ( x ) x ( ζ z ̲ ˘ ) + u · ( ζ z ̲ ˘ G ) d U
Entropy ζ s ̲ ˘ x ( ρ s ̲ ) = D ( x ) x ( ζ s ̲ ˘ ) + u · ( ζ s ̲ ˘ G ) d U
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Niven, R.K. Fluid Densities Defined from Probability Density Functions, and New Families of Conservation Laws. Phys. Sci. Forum 2022, 5, 14. https://doi.org/10.3390/psf2022005014

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Niven RK. Fluid Densities Defined from Probability Density Functions, and New Families of Conservation Laws. Physical Sciences Forum. 2022; 5(1):14. https://doi.org/10.3390/psf2022005014

Chicago/Turabian Style

Niven, Robert K. 2022. "Fluid Densities Defined from Probability Density Functions, and New Families of Conservation Laws" Physical Sciences Forum 5, no. 1: 14. https://doi.org/10.3390/psf2022005014

APA Style

Niven, R. K. (2022). Fluid Densities Defined from Probability Density Functions, and New Families of Conservation Laws. Physical Sciences Forum, 5(1), 14. https://doi.org/10.3390/psf2022005014

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