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sensors
Article
Fluid-Solid Interaction Simulation Methodology for Coriolis
Flowmeter Operation Analysis
Evgeniia Shavrina 1, *, Vinh-Tan Nguyen 2, Zeng Yan 3and Boo Cheong Khoo 1
Citation: Shavrina, E.; Nguyen, V.-T.;
Yan, Z.; Khoo, B.C. Fluid-Solid
Interaction Simulation Methodology
for Coriolis Flowmeter Operation
Analysis. Sensors 2021,21, 8105.
https://doi.org/10.3390/s21238105
Academic Editor: Uwe Hampel
Received: 1 November 2021
Accepted: 29 November 2021
Published: 3 December 2021
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1
Mechanical Engineering, National University of Singapore, Singapore 117565, Singapore; mpekbc@nus.edu.sg
2Institute of High Performance Computing, Singapore 138632, Singapore; nguyenvt@ihpc.a-star.edu.sg
3National Metrology Centre, Singapore 138634, Singapore; zeng_yan@nmc.a-star.edu.sg
*Correspondence: e.shavrina@u.nus.edu
Abstract:
Numerical simulation is a widely used tool for Coriolis flowmeter (CFM) operation
analysis. However, there is a lack of experimentally validated methodologies for the CFM simulation.
Moreover, there is no consensus on suitable turbulence models and configuration simplifications.
The present study intends to address these questions in a framework of a fluid-solid interaction
simulation methodology by coupling the finite volume method and finite element method for fluid
and solid domains, respectively. The Reynolds stresses (RSM) and eddy viscosity-based turbulence
models are explored and compared for CFM simulations. The effects of different configuration
simplifications are investigated. It is demonstrated that the RSM model is favorable for the CFM
operation simulations. It is also shown that the configuration simplifications should not include
the braces neglect or the equivalent flowmeter tube length assumption. The simulation results
are validated by earlier experimental data, showing a less than 5% discrepancy. The proposed
methodology will increase the confidence in CFM operation simulations and consequently provide
the foundation for further studies of flowmeter usage in various fields.
Keywords: Coriolis flowmeter; turbulence model; fluid-structure interaction; validation
1. Introduction
Coriolis flowmeters (CFMs) are widely used in various industries for the accurate
measurement of mass flow rate. The accuracy of the CFM metering is aimed to be higher
than 99.9% for a water flow [
1
,
2
]. However, Cheesewright et al. [
3
] showed that, for
example, a pulsating flow may lead to an erroneous meter reading. Moreover, a disturbed
flow before a CFM may cause a flowmeter output reading deviation of up to 4% [
4
].
Furthermore, Weinstein [
5
] stated that the multiphase presence may cause a significant
error in industrial applications of CFMs. Hence, the effects of flow features on CFMs should
be further investigated to ensure the desired accuracy.
Numerical simulation is considered a promising tool for the study of the flow features
impact on a CFM operation. However, this simulation is not trivial due to the working
principle of this flowmeter. A typical Coriolis flowmeter contains three major components
as generally described in the literature [
6
]. The first is one (or more) tube (s) through which
the measured fluid passes. The second major component is a transmitter that oscillates the
tube (s) at a natural frequency. The fluid accelerates inside the flowmeter tube as it flows
toward the maximum amplitude point, and slows down as it passes that point. The tube
twist, which is caused by this change of the flow speed, is measured as a time shift by the
electromagnetic sensors, which are the third major component of a CFM. Additionally, the
braces on the flowmeter tube (s) may be present, increasing the complexity of the flowmeter
configuration. Hence, the working principle of CFMs is based on the mutual influence
between the fluid flow and flowmeter tube. Consequently, this introduces challenges in the
CFM operation modelling.
Sensors 2021,21, 8105. https://doi.org/10.3390/s21238105 https://www.mdpi.com/journal/sensors
Sensors 2021,21, 8105 2 of 20
One of the earliest methodologies for the CFM simulation was presented by Sultan and
Hemp [
7
], where the flowmeter was described by Euler vibrating beams interacting with
1D fluid flow [
8
]. The described methodology was successfully validated by experimental
data for oil and water flows [
7
]. However, the Euler beam theory is inapplicable for
complex geometries due to the discretization of the simulation domain by straight elements.
Hence, the application range of this method is limited to the simple CFM configurations
as highlighted by Sultan and Hemp [
7
]. Moreover, the effects of flow features on the
flowmeter output cannot be investigated by this methodology.
Binulal et al. [
9
] presented an improved methodology for the CFM modelling, which
can be applied for the CFMs of complex configurations, such as omega and U-shaped CFMs.
This methodology employed the Timoshenko beam theory and finite three-node elements
for the fluid description [
8
]. Although this approach overcame some of the limitations of
the methodology by Sultan and Hemp [
7
], it is only suitable for a steady flow without
pulsations and other flow features deemed important.
Belhadj et al. [
10
] presented a methodology for the CFM simulation, which employed
ANSYS FE software for the description of the fluid influence on the flowmeter tubes [
10
].
While the demonstrated method was suitable for the rapid assessment of the flow pulsation
influence on the CFM operation, it was not possible to take into account other flow features,
such as multiphase presence and flow velocity profile change, due to the simplification of
the fluid behavior.
Bobovnik et al. [
11
] presented a more complicated simulation methodology to inves-
tigate the effects of fluid features on the CFM operation. The combination of the finite
volume and finite element methods, also known as a fluid–solid interaction (FSI) analysis,
was introduced in this study for the CFM simulation [
11
]. The flow was described by
Reynolds-averaged Navier-Stokes (RANS) equations and the CFM tube was modelled as a
shell structure. At the same time, the implicit coupling approach was employed to connect
the tube and fluid modellings [11].
The model proposed by Bobovnik et al. [
11
] was applied to study the effects of the
fluid flow on the CFM operation by other researchers. For example, Enz [
12
] investi-
gated the time shift dependence on the velocity profile by the simulation based on this
model. In addition, Hu et al. [
13
] investigated the influence of the fluid viscosity on
the CFM operation by the FSI model based on the methodology by Bobovnik et al. [
11
].
Kumar and Anklin [
14
] studied the Reynolds number influence on the CFM operation
by the FSI simulation. Finally, the modification of this FSI methodology was used by
Athanase [
15
] and Romanov and Beskachko [
16
] to study the CFM operation during the
multiphase metering and the influence of fluid dissipation characteristics on the CFM mod-
elling, respectively. However, different turbulence models were applied in these studies to
complement the RANS equations [
11
,
13
,
15
–
17
]. The shear stress transport (SST) turbulence
model was employed by Athanase [
15
], Hu et al. [
13
], and Romanov and Beskachko [
16
],
while Bobovnik et al. [
11
,
18
], Kumar and Anklin [
14
], Hua et al. [
19
] and Enz [
12
] used
the k-
ε
turbulence model. In addition, Bobovnik et al. [
20
] conducted a comparison of
the Reynolds stress model (RSM) and k-
ε
models and reported an insignificant difference.
However, it should be noted that Bobovnik et al. [
20
] used a straight-tube CFM, which is
expected to experience the influence of the turbulence models less. Hence, so far, there
is no consensus on the turbulence model selection for the simulation of the U-shaped or
omega-shaped tube CFM operation.
It should be highlighted that a few studies included the comparison of the modelling
results with experimental data. Among the methodologies which can describe the influence
of fluid flow features on CFM operation, only qualitative comparisons were provided by
Belhadj et al. and Kumar and Anklin [
10
,
14
]. The quantitative validation was conducted
by Hu et al. [
13
], but the relative error of the calculated time shift equaled 25%. Moreover,
Kolhe and Edlabadkar [
21
] demonstrated a quantitative validation of the CFM simulation
for the laminar flow, again reporting a relative error of up to 25%. Therefore, there is a
Sensors 2021,21, 8105 3 of 20
lack of satisfactorily validated simulation methodologies which limits confidence in the
numerical analysis of the CFM operation.
Moreover, the acceptable simplifications of the flowmeter configuration were not
determined so far for the simulation of the CFM operation. In general, only the flowme-
ter tube is modelled, while the masses of sensors and the driver, as well as the tube
braces, are neglected [
7
,
9
–
11
,
16
,
17
]. However, these configuration features may influ-
ence the simulation accuracy, as was suggested by Sultan and Hemp [
7
]. Furthermore,
Bobovnik et al. [
18
,
22
] suggested that the consideration of braces as well as the masses
of sensors and the driver is necessary. At the same time, Kumar and Anklin [
14
] and
Taluja et al. [
23
] included braces in the simulation but not the masses of sensors and the
driver. Hence, there is no consensus if it is necessary to consider the braces and the masses
of sensors and the driver in the simulation.
Overall, there is a need for the simulation methodology to investigate the dynamics
of the fluid flow and its effects on the CFM operation. While several such methodologies
have been presented, there is no consensus on the choice of the turbulence model and
the acceptable configuration simplifications for the CFM simulation. The present study
compares the eddy viscosity turbulence (SST and SST with curvature correction (SST-CC))
and RSM turbulence models, as it has not been done for U-shaped CFMs before. This
comparison is not only necessary for the CFM investigations but contributes to a general
discussion on the application range of the turbulence models. Moreover, the present study
determines if the configuration simplifications, namely the neglect of braces and the masses
of sensors and driver, as well as the concept of equivalent length, are acceptable. In addition,
there are a lack of comprehensive validations of numerical simulation methodologies for
the CFM operation with the experimental data.
The current work aims at bridging the above mentioned gaps in numerical analysis
of CFMs. In this study, it has been shown that the most accurate simulation of the CFM
operation is obtained by the RSM model in comparison with the SST and SST-CC models.
This comparison provides further input to the ongoing discussion on the application range
of turbulence models and their limitations. It has also been shown that the braces and the
masses of sensors and driver should be taken into account for the CFM simulation. At
the same time, the equivalent length concept should not be employed for a high accuracy
simulation. Finally, the presented methodology is validated with a generally acceptable
error against two sets of independent experimental data, providing confidence in the
methodology. Hence, the proposed methodology will allow for a reliable and comprehen-
sive numerical investigation of the CFM operation. Consequently, this will facilitate the
investigation of the various flow features’ influence on the CFM accuracy, for example
multiphase flow characteristic such as in cryogenic liquid, in future studies.
2. Methods
This section describes the methodology and the assumptions accepted for the set of
numerical simulations of the Coriolis flowmeter. This set includes the simulations with
the different configuration simplifications: the equivalent tube length and the neglect of
the braces and the masses of the driver and sensors; and different turbulence models:
the SST, SST-CC and RSM models. The simulations are conducted in the ANSYS software
package, including ANSYS CFX and ANSYS Mechanical. The following aspects of the
CFM simulation are considered and described: flowmeter configuration, FSI coupling,
governing equations, boundary conditions, and mesh discretization. The assumptions for
each of these aspects of the simulation are provided.
2.1. Flow Meter Configuration
The CFM configuration, which was used in the present study, was experimentally
studied by Sultan, and Sultan and Hemp [
7
,
24
]. The investigated flowmeter consisted of
two U-shaped tubes, four braces, two sensors and one driver. In the present study, only
one tube was considered to decrease the computational time, as it can be assumed that
Sensors 2021,21, 8105 4 of 20
the motions of the tubes do not influence each other. The dimensions of the modelled
CFM are presented in Figure 1. It should be noted that due to the error in the dimensions
of the braces, which were provided by Sultan and Sultan and Hemp [
7
,
24
], the braces’
dimensions were measured from other images in the same study [
24
]. In the setup used,
the tube material was stainless steel 316 and the working fluid was water [
7
]. It should be
noted that standard stainless steel parameters were used, which may be different in reality
due to the manufacturing variation. The stainless steel tube was assumed to be smooth.
The properties of the tube and fluid are listed in Table 1.
Figure 1. The Coriolis flowmeter dimensions [7,24].
Table 1. Tube and fluid properties [21].
Flowmeter Part Property Value
Tube
Shear modulus (GN/m2)80
Density (kg/m3)8027
Young’s modulus (kg/m2)208
Fluid Density (kg/m3)1000
As was concluded by Wang et al. [
25
], the difference between the CFM operations at
free and forced vibrations is negligible. Moreover, it is a common practice to use a forced
vibration for the CFM simulation if the signal processing nuances are not investigated in the
study [
12
,
15
,
20
,
26
]. Finally, the frequency and the amplitude are fixed in the experimental
Sensors 2021,21, 8105 5 of 20
study by Sultan and Hemp [
7
] which was used for the validation of the simulation. Hence,
the flowmeter tube oscillated at the driver’s location following Equation (1) [24].
A=A0·sin(2π·f·t)(1)
where
A0
is the amplitude of the CFM tube oscillation which equals 25
µ
m, fis the
frequency of CFM tube oscillation and equals 72.31 Hz, Ais the position of CFM tube, and
tis the time.
As shown in Figure 2, four cases of different CFM configuration simplifications were
investigated in the present study to determine their acceptability. Firstly, the equivalent
tube length, which equals 49.5 cm (Figure 1), may be used instead of a real CFM tube length
according to Sultan and Hemp [
7
]. The equivalent length is the tube length which provides
a natural frequency, equal to the natural frequency of the CFM tube with braces and the
mass of sensors and driver [
7
]. The application of this concept decreases the computational
cost through model simplification. The equivalent length application is represented by
the Case A in this study (Figure 2). The mass of the sensors and the driver, which equals
0.4 kg [
21
], is taken into account for Cases B, C, and D (Figure 2). In addition, the full length
of the flowmeter tube is considered for Case C. Finally, we not only use the full length of
the CFM tube, but the braces are also taken into account for Case D.
Figure 2.
(
A
): equivalent length, the mass of sensors and driver is not considered, with braces not being taken into account;
(
B
): equivalent length, the mass of sensors and driver is considered, with braces not being taken into account; (
C
): full
length, the mass of sensors and driver is considered, with braces not being taken into account; (
D
): full length, the mass of
sensors and driver is considered, with braces being taken into account.
2.2. Numerical Analysis Methodology
Fluid-solid interaction (FSI) simulation is utilized to analyze the CFM operation in
the present study. Since the fluid is restricted by the solid domain, the moving boundary
method [
27
] is applied instead of the immersed boundary method [
28
], which is used for
the solid surrounded by liquid. Generally, the explicit and implicit FSI approaches are
differentiated [
29
]. While the explicit approach finds the future state from the present [
30
],
the implicit method solves both states in a single matrix [
31
]. This difference requires a
much smaller time step for the explicit FSI, which leads to the increase in the calculation
time. Therefore, the implicit approach is preferable and used in this study. The implicit
approach may be classified into monolithic and iterative implicit FSI approaches in general.
Due to the fact that the monolithic solution is time- and resource-consuming in comparison
Sensors 2021,21, 8105 6 of 20
with the iterative implicit method [
32
], the iterative implicit approach was used in this
study to decrease the computational cost without loss of accuracy.
The dynamic three-dimensional spring-mass system equation [
33
] has been used to
describe the tube structural behavior during the CFM operation. The right side of the
equation is determined by the fluid influence on a solid domain. The gravitational force is
taken into account, and it is assumed that the tube’s ends are fixed. Moreover, a symmetry
boundary condition is applied to simulate half of each brace. The obtained Equation (2) is
solved by using ANSYS mechanical software [33]:
[M]..
u+[K]{u}+[F]=hFf lui di(2)
where
[M]
is the mass matrix,
[K]
is the stiffness matrix,
..
u
is the acceleration vector,
{u}
is the deformation vector, [F] is the applied load vector, and
hFf lui di
is the fluid
load vector.
The Newtonian fluid flow through the modelled CFM is governed by Navier-Stokes
equations [
34
]. The fluid is considered incompressible as this is a common simplification for
the simulation of water metering by CFM [
12
,
13
,
21
,
27
,
35
,
36
]. Since the Reynolds number
based on the CFM diameter exceeds 4000 for the investigated velocity range, the flow in the
CFM tube is in the turbulent regime. Hence, turbulence modelling was applied to mitigate
the computational cost of the direct solution of the Navier-Stokes equations. The statistical
turbulence model or Reynolds-averaged Navier-Stokes (RANS) approach was employed
to represent the averaged flow quantities and model all the scales of turbulence effects [
37
].
Hence, RANS Equations (3) and (4) are solved for the fluid domain.
∂Uj
∂xj
=0 (3)
ρ∂Ui
∂t+ρ∂
∂xjUjUi=−∂p
∂xi
+∂
∂xjτij −ρuiuj, (4)
where tis the time, Uis the velocity, xis the geometrical coordinate, pis the pressure,
τ
is
the molecular stress tensor, and ρis the fluid density.
The averaging of the flow quantities in the RANS approach introduces additional terms,
namely the Reynolds stresses [
37
]. These terms may be calculated by the application of the
eddy viscosity or Reynolds stress (RSM) models. The eddy viscosity models are usually
applied for CFM simulations [
13
,
15
–
17
]. These models employ
Boussinesq’s hypothesis,
which assumes that the Reynolds stresses are related to the mean velocity gradients and
eddy viscosity [38]. Hence, the Reynolds stresses are calculated following Equation (5):
−ρuiuj=µt ∂Ui
∂xj
+∂Uj
∂xi!−2
3ρk+µt∂Uk
∂xkδij (5)
where Uis the velocity, xis the geometrical coordinate,
µt
is the turbulence viscosity,
δ
is the identity matrix of the Kronecker delta function, kis the kinetic energy, and
ρ
is the
fluid density.
Among eddy viscosity models, the SST model is commonly used for the CFM simula-
tion [
13
,
15
,
16
] because it combines the advantages of the k-
ε
and k-
ω
models and includes
the accurate treatment of the near-wall region [
39
]. However, the eddy viscosity turbulence
models, including the SST model, are generally insensitive to the Coriolis force and stream-
line curvature effects, leading to the typical simulation error of 20% [
40
–
43
]. Due to the fact
that the velocity fields in a U-shaped CFM tube are determined by the tube curvature [
18
],
alternative descriptions of the Reynolds stresses provided by the Reynolds stress model
(RSM) and the SST model with a curvature (rotational) correction (SST-CC) are also utilized
in this study.
Compared to the eddy viscosity model, which employs algebraic equations to describe
the Reynolds stresses, the RSM model solves the differential transport equations for six
Sensors 2021,21, 8105 7 of 20
Reynolds stress components. This difference shows the theoretical advantage of the RSM
model application in rotating systems and for the flow curvatures. The rotation is directly
described in the last term of Equation (6) [44].
∂ρuiuj
∂t+∂
∂xkUkρuiuj=∂
∂xkµ+µt
σk∂uiuj
∂xk+Pij,b−2
3β0ρkωδij +Pi j +Φij +ρ·Ωro t
k·(τjmεikm +τimεjkm )(6)
where tis the time, Uis the velocity, xis the geometrical coordinate,
β0
is the k-
ω
turbulence model constant,
ω
is the angular velocity,
Ωrot
k
is the rate of frame rotation,
εm
is the Levi-Chivita factor,
Φ
is the pressure-strain correlation,
σk
is the turbulence model
constant for k equation,
ρ
is the fluid density,
µ
is the dynamic viscosity,
Pb
is the buoyancy
turbulence production term, and Pis the shear turbulence production term.
In general, there are two different variants of the RSM model:
ε
-based and baseline
(BSL) RSM models. The BSL RSM model, which has been discussed in detail by Gerolymos
and Vallet [
45
], was applied in the present study due to a more accurate treatment of
the near-wall region. In addition, the SST model with a curvature (rotational) correction
(SST-CC) [
46
] was investigated as a middle step between the RSM and SST models. This
model is based on the SST model but includes a simplified and generalized RSM model
rotational component [46].
The high-order resolution advection scheme was applied to ensure sufficient accuracy
and reduce the computational cost. In particular, a blend factor, which is a key part of the
advection term calculation, varies throughout the domain depending on the local solution
field [
47
]. The transient term in the fluid domain is discretized by the implicit second-order
backward Euler scheme. The first and the last time step values were approximated by this
scheme [
48
]. This scheme is robust, implicit, conservative in time, and does not have a time
step limitation [48].
2.3. Computational Mesh and Boundary Conditions
In the present study, the governing equations for the fluid flow were solved by
the finite volume method using ANSYS CFX software. The computational domain was
discretized using the hexahedral mesh with 13 near-wall layers for the description of
the boundary layer in this study, as shown in Figure 3. The mesh orthogonal quality
was above 0.95 and the mesh aspect ratio was less than 20. It should be noted that the
y+ value was less than two to enable the low-Reynolds near-wall formulation in all con-
ducted simulations [47], as depicted in Figure 3.
Figure 3. A typical space discretization of the fluid domain and y+ distribution for 8 m/s flow.
The no-slip boundary condition was applied on the walls of the flowmeter tube, and
the low-Reynolds near-wall formulation was used. The velocity, turbulence kinetic energy,
and turbulence eddy frequency profiles of fully developed flow in the pipe were used as an
inlet boundary condition, following the description of the experimental setup by Sultan [
24
].
The profiles shown in Figure 4were obtained by the simulation of a straight pipe with
the same cross-sectional area and prescribed inlet mass flow rate while the turbulence
Sensors 2021,21, 8105 8 of 20
intensity was set equal to 5%. It should be highlighted that the change of the profile
generally does not influence the operation or the error of a U-shaped CFM, as indicated
by Sultan and Bobovnik et al. [
18
,
24
]. At the same time, static atmospheric pressure was
applied as an outlet boundary condition, following the description of the experimental
setup by Sultan [
24
]. The constant temperature of 20
◦
C was used for the investigation as
this temperature was used in the experimental study by Sultan [
24
]. However, it should be
noted that Sultan mentioned the possible temperature variation of
±
5
◦
C, which should
be taken into account as a potential error source. Finally, a steady-state simulation was
carried out to provide an initial condition for the subsequent transient analysis in all
present simulations.
Figure 4. A typical profile set used as an inlet condition.
3. Results
3.1. Numerical Verification
A typical change of the calculated tube position at sensors location with time is demon-
strated in Figure 5. The time shift is measured at the intersection of the calculated wave
function and the zero line, as in the experimental study conducted by Sultan [
24
]. Since the
time shift is a key parameter in this study, it is monitored in addition to the conservation
of mass and momentum and maximum residuals to ensure the simulation convergence.
The imbalances of the conservation are kept in the range of 0.5% and the maximum resid-
uals are less than 1
×
10
−5
for the fluid domain for all conducted simulations. The time
shift convergence criteria, which is less than 3% of the relative change with time for five
sequential time shifts, is fulfilled for all discussed simulations as well. A typical simulation
time, which is required to meet the selected convergence criteria, equals 0.25 s, which is
equivalent to approximately 19 oscillation periods.
The investigation of the space discretization influence on the simulation results was
conducted to verify the proposed numerical approach. Case A was selected as an example
and the SST turbulence model was applied as the first approximation since this is a
conventional model for the CFM simulations [
13
,
15
,
16
]. The time shift, which is the key
characteristic of the CFM tube twist, was calculated and analyzed by the application of the
grid convergence index, which is a standardized way to describe the mesh convergence
quality [
49
]. As demonstrated in Table 2, the time shift is converged when the number
of mesh elements exceeds 168,000. Therefore, the mesh of 168,000 elements was used to
conduct the simulations in the present study, with the discretization error of 2%.
Sensors 2021,21, 8105 9 of 20
Figure 5.
A typical change of the calculated tube position at sensors location and time shift depending on time (1 m/s,
Case D).
Table 2. Space discretization study for 8 m/s flow.
Number of Elements Time Shift, ∆t,µs Relative Difference, % Grid Convergence Index, %
168,000 37.7
352,000 34.7 8 9
712,000 35.3 2 4
In addition, the study of the time step influence on the simulation results was con-
ducted. Again, the Case A in combination with the SST turbulence model was used for this
investigation. It has been shown earlier that a sufficient time step approximately equaled
one-twentieth of the period [
10
,
14
] for CFM simulations. In the present work, the time steps
of 5
×
10
−4
, 1
×
10
−3
and 2
×
10
−3
s were considered. As demonstrated in Table 3, the time
shift and the CFM sensitivity, which is a time shift divided by the mass flow rate [
50
], are
found to converge at the time step equaled to 1
×
10
−3
s, which indicates around 14 steps
per oscillation period. In a way consistent with earlier work, this time step was applied in
the present study to provide sufficient accuracy at an acceptable computational cost.
Table 3. Time discretization study for 8 m/s flow.
Time Step (s) Time Shift, ∆t(µs) Relative Difference of Time Shift (%) Sensitivity (s2/kg)
2×10−338.8 11.80 2.78 ×10−6
1×10−334.7 2.96 2.49 ×10−6
5×10−433.7 2.42 ×10−6
Sensors 2021,21, 8105 10 of 20
3.2. The Investigation of the Linearity between Flow Speed and Time Shift
The relationship between the mass flow rate and the time shift is linear for CFMs, as
indicated by Wang and Baker [
51
] and Sharma et al. [
26
]. The simulations were conducted
using the Case A with the SST turbulence model for different flow speeds to verify this
feature of the flowmeter. As demonstrated in Figure 6, the operation of the CFM was
analyzed at flow speeds equal to 1 m/s, 4 m/s, 6 m/s, and 8 m/s. It may be noted that
indeed the time shift grows with the mass flow rate as expected for the CFM. The R-squared
coefficient of the obtained trend line equals 0.999, confirming the linearity of the present
numerical results, with the fitting error of 0.1%. Because of the confirmed linear relationship
between the flow speed and the calculated time shift, two flow speeds are assumed to
be sufficient for the CFM operation investigation subsequently. It should be noted that a
significant zero shift, equal to 0.5 m/s, is observed, causing the change of the flowmeter
sensitivity with the flow speed, as shown in Figure 6. The variation of the sensitivity, which
is the time shift divided by the mass flow rate, with the flow rate has also been observed
in previous studies by Hu et al. [
13
] and Enz [
12
]. The causes of this phenomenon are
investigated in the present paper.
Figure 6.
The linearity of the relationship between flow speed and time shift for the Case A, the shear
stress turbulence model.
3.3. The Investigation of Acceptable CFM Configuration Simplification
The simplification of the device configuration is an important part of any modelling
methodology due to the significant influence on the simulation accuracy and computa-
tional cost. In the present study, four cases of configuration simplifications, as shown in
Figure 2, were investigated. By comparing Cases A and B, it was found that the considera-
tion of sensors and driver mass in the simulation changes the time shift on 3.2–4.0% at the
flow velocity of 1–8 m/s, as shown in Figure 7. At the same time, the equivalent length
assumption and the braces’ neglect lead to a more significant change in the numerical
results. Indeed, while the difference between the time shifts obtained by the simulations
with equivalent length assumption (Case B) and full configuration description (Case D)
is small for high flow rate (1% at 8 m/s flow velocity), this error becomes 20% at 1 m/s
flow velocity. At the same time, the neglect of braces (Case C versus Case D) may increase
Sensors 2021,21, 8105 11 of 20
the calculated time shift by up to 8% at 8 m/s flow speed, while it changes only by 2.8% at
1 m/s speed. Indeed, the braces increase the stiffness of the flowmeter tube, leading to a
smaller time shift for Case D in comparison with Case C.
Figure 7.
Simulation results for different geometrical simplifications for the shear stress
turbulence model.
The impact of the equivalent tube length assumption and the braces neglect on
the CFM operation simulation is investigated by the analysis of the tube deformation
fields shown in Figure 8. According to Sultan and Hemp [
7
], the equivalent length,
which is a CFM tube segment experiencing deformation with or without braces, equals
49.5 cm. However, this is a significant underestimation of the deforming tube part length,
as demonstrated in Figure 8. In addition, the deformation of the tube is significantly
influenced by braces, which increase the stiffness of the system, as shown in Figure 8for
the Case D. Hence, the previously proposed configuration simplification [
24
], which uses
equivalent length and neglects braces, is not advisable for a reliable FSI modelling of CFM
operation. Instead, the description of the flowmeter geometry should be as detailed as
possible and any neglect of the flowmeter components, such as braces, should be avoided.
Therefore, the Case D, which considers the full tube length, braces, and mass of sensors
and drivers, is the only acceptable configuration and is further used in the present study.
Sensors 2021,21, 8105 12 of 20
Figure 8. Tube deformation for 8 m/s for the shear stress turbulence model.
3.4. The Investigation of Turbulence Models Effects
Two turbulence models—RSM and SST—are investigated for CFM analysis appli-
cation, and the simulation results are validated by the experimental data provided by
Sultan [
7
]. Sultan [
7
] investigated the commercial CFM, which was described in Section 2.1
of the present paper. The direct measurement of the time shift was conducted for the CFM
in the water rig at various flow rates by Sultan [
7
], which is controlled by a reference meter.
The difference between the RSM and SST models predictions is insignificant for the
low flow speed equal to 1 m/s, as shown in Figure 9. Indeed, the relative errors of the
calculated time shifts equal 3.2% and 4.3% in comparison with experimental data for the
SST and RSM models, respectively at 1 m/s. However, the error from using the SST
model is equal to 25.5% at the higher flow speed of 8 m/s, while the RSM model provides
an acceptable error of 2.5% (Figure 9). Additionally, the SST model modification which
includes the curvature correction [
46
] (SST-CC) is studied. While the relative error of the
time shift obtained by the SST model with the curvature correction (SST-CC) equals 4%
in comparison with the experimental data for 1 m/s flow, this error achieves 13% for a
high flow speed. This value is between the values calculated by the SST and RSM models,
confirming that the difference between the turbulence models results is caused by the
description of the rotational flow component due to the wall curvature. Moreover, it shows
that while the SST-CC model improves the description of the flow along the wall curvature,
it is less accurate than the RSM model. This is explained by the fact that the SST-CC model
simplifies the rotational flow component.
It can be seen that the RSM model more accurately predicts the sensitivity change with
the flow speed, preventing the artificial zero shift observed for the SST model. Indeed, the
change in the sensitivity with the flow speed predicted by the RSM model is less than 3%,
while this change is up to 14% for the SST model, as demonstrated in Figure 9. It should
be noted that the sensitivity slightly varies with the flow speed in the experimental study
by Sultan and Hemp [
7
], as demonstrated in Figure 9. Because of this and the fact that
the simulation flow speed values are not exactly the same as the experimental values, it
is hard to calculate the exact sensitivity error. Through the comparison of the sensitivity
values at the two closest flow speeds between the simulations (4 m/s and 8 m/s) and the
experiments (4.1 m/s and 7.6 m/s), the errors could be approximated to be 16% and 21%
for the SST model, and 2% and 0.5% for the RSM model.
Sensors 2021,21, 8105 13 of 20
Figure 9.
The simulation results for the shear stress (SST) and Reynolds stress (RSM) turbulence
models for the Case D in comparison with experimental data.
The difference between the SST and RSM models predictions is attributed to the ability
of the RSM model to capture a lower turbulence intensity upstream in the flowmeter tube.
This is demonstrated by the vorticity magnitude values in Figure 10. As may be seen
the SST model predicts higher vorticity than the RSM model especially for a higher flow
speed. This is due to the fact that the magnitude of the Coriolis force is proportional to the
linear velocity. It may be noted that, again, the values calculated by the SST-CC model are
between the values predicted by the SST and RSM models.
Consequently, this leads to a larger flow separation region in the outlet part of the
tube for the RSM model (Figure 11) which is in agreement with the observations by
Luo and Lakshminarayana [52]. As demonstrated, the separation region predicted by the
SST-CC model is smaller than predicted by the RSM model but larger than described by
the SST model. This is due to the fact that while the SST-CC model takes into account the
rotational component, it simplifies it. The correct estimation of the flow separation region
is important for the overall CFM operation understanding. It is especially important for
the CFM application in multiphase flow metering as larger separation region leads to a
more non-uniform bubbles distribution, potentially causing a larger metering error.
Sensors 2021,21, 8105 14 of 20
Figure 10.
Vorticity magnitude values for the shear stress (SST) and Reynolds stress (RSM) turbulence
models at different flow rates.
Due to the linkage between the flow separation and the effective through-flow area,
the respective pressure coefficient distribution for these turbulence models ensues, as
shown in Figure 12, attesting to the findings by Luo and Razinsky [
42
]. The pressure
coefficient is determined following the study by Chang [
53
]. Since the pressure of the
fluid on the wall is directly related to the deformation of the tube, the time shift, which
characterizes the tube deformation, is lower for the RSM model.
Sensors 2021,21, 8105 15 of 20
Figure 11.
Velocity fields for the Case D for the shear stress (SST) and Reynolds stress (RSM)
turbulence models at different flow rates.
In summary, the RSM model combined with the minimal neglect of configuration
features should be applied for a reliable simulation of the CFM operation. An additional
validation study is conducted to increase the confidence in the proposed approach. The
dual U-shaped CFM, which is described and experimentally studied by Hu et al. [
13
], is
used for this investigation. It should be highlighted that while this CFM was U-shaped,
the same as the CFM which was used by Sultan [
7
], there was a difference in the exact
dimensions of the CFMs, which were described by Hu et al. [
13
]. Hu et al. [
13
] investigated
the CFM operation in the TAF certified flow testing factory, which includes a gravimetric
setup, providing confidence in the measurements. Moreover, it should be noted that the
temperature was strictly controlled and was set to 25
◦
C. The time shift was measured
experimentally by RS-485 [
13
], providing the necessary data for the comparison with
the experiment. The relative error of the calculated time shift is less than 4% for pure
water flow rate from 0.84 kg/s to 1.94 kg/s in comparison with the experimental data
(Figure 13). Furthermore, the sensitivity errors between the experiments [
13
] and the
simulations (RSM model) are calculated for the validation. It is seen from Figure 13 that the
errors are equal to 3.5%, 3.3%, and 3.8% at the mass flow rates of 0.84 kg/s, 1.4 kg/s, and
1.94 kg/s, respectively. It may be noted that the order of the obtained error equals the order
Sensors 2021,21, 8105 16 of 20
of the simulation error for the previous validation case by Sultan [
7
]. The present error
may be explained by manufacturing variation of the material properties and numerical
errors, which are described in detail in Section 3.5. Therefore, it is reconfirmed that the
proposed methodology is reliable for the CFM operation simulation.
Figure 12.
The pressure coefficient for the shear stress (SST) and Reynolds stress (RSM) turbulence
models for the Case D at 8 m/s.
Figure 13. Simulation results in comparison with experimental data by Hu et al. [13].
3.5. The Error Analysis
To further understand the reliability of the simulation results, the quantified er-
rors are analyzed and summarized in Table 4. First, the tube material properties may
vary, depending on the manufacturer. According to the references [
54
,
55
], the errors of
Young’s modulus, density, and shear modulus are calculated to
±
3.80%,
±
1.25%, and
±
5.13%, respectively. This may partially explain the relative error of the calculated time
Sensors 2021,21, 8105 17 of 20
shift in comparison with experimental results. It should be highlighted that the investi-
gation of the influence of those variations on the simulation results requires significant
computational time. Therefore, they are only listed here but the final impact on the simula-
tion results is not quantified.
Table 4. Errors for simulations and experiments.
Sources Error (%)
Simulations
Variation of tube
material properties
Young’s modulus ±3.80
Density ±1.25
Shear modulus ±5.13
Numerical error Linearity fitting ±0.10
Discretization ±2.00
Time measurement ±0.01
Experiments Reference meter ±0.26
In addition, the numerical calculation introduces the errors to the results. As demon-
strated in Table 4, the fitting error for the simulation results’ linearity is
±
0.1% according
to Section 3.2. Moreover, the discretization error is present and equal to
±
2% as shown in
Section 3.1.
Moreover, the experimental measurements conducted by Sultan are characterized
by the errors from two main sources: time measurement of
±
0.01% and reference meter
of
±
0.26% [
24
]. Furthermore, the possible temperature variation of
±
5
◦
C leads to
±
3%
time shift error in the experimental study by Sultan [
24
]. It should be noted that this
error is not present in the experimental study by Hu et al. [
13
] as the temperature was
strictly controlled. Similarly, the temperature is also set as a constant value in the present
simulation. Hence, the effect of the temperature variation is not considered in the present
study, despite the fact that the temperature influences CFM characteristics, [
56
] which
needs further investigation.
It is worth noting that several assumptions are made which do not influence the
simulation accuracy according to the authors’ best knowledge. For example, only one of
two flowmeter tubes is simulated as it is assumed that the motions of these tubes do not
influence each other. Moreover, the flowmeter tube is considered smooth and the fluid is
assumed to be incompressible. In addition, the dimensions of the braces are provided by
Sultan [
24
] with a mistake, hence, as indicated above, they are measured from other images
of the braces in the same study [
7
]. Moreover, the forced CFM oscillation is used in the
conducted simulation as it is considered as an acceptable assumption in other studies [
25
].
4. Discussion
In the present study, the methodology for the fluid-solid interaction (FSI) simulation
of the Coriolis flowmeter (CFM) operation was developed and validated by available
experimental data. First, the influence of the flowmeter configuration simplifications on
the results of the CFM operation simulation was investigated. It was shown that the equiv-
alent flowmeter tube length assumption and the neglect of braces significantly influence
simulation results. Hence, the braces should be taken into account and the full length of
the tubes should be considered for any numerical investigation of a CFM operation.
Secondly, the effects of different turbulence models on the CFM simulation were
discussed. It was shown that the baseline Reynolds stress model (BSL RSM) provides better
accuracy compared with the eddy viscosity-based shear stress turbulence (SST) model for
the CFM operation analysis. This is due to the fact that the BSL RSM model captures the
flow curvatures more accurately in comparison to the eddy viscosity models.
Finally, the developed simulation methodology, which takes into account the braces’
presence and is based on the BSL RSM turbulence model, was validated by the experimental
data provided by Hu et al., and Sultan and Hemp [
7
,
13
]. The difference between the
calculated and experimentally obtained time shifts is less than 5%. The same order of
accuracy was achieved for the calculation of CFM sensitivity since it is directly related
Sensors 2021,21, 8105 18 of 20
to the time shift value. The existing error may be explained by the variance of stainless
steel mechanical properties. Moreover, the errors from the experimental study, possible
temperature variation in one set of experimental data, the discretization error and the
results linearity fitting errors may be considered as minor contributors to the observed
difference between the simulation and experimental results.
Overall, the proposed FSI simulation methodology will be a robust approach for subse-
quent CFM studies. The successful validation with experimental data provides confidence
in this methodological application, which was not available before. Due to the fact that this
methodology takes into account the flow features effects on the flowmeter operation, it may
be used for the investigation of pulsating, bubbly, and other flows, which are common in
industrial applications of CFM. Consequently, a better understanding of these flow effects
will increase the reliability of the CFM application in various fields. It should be noted that
while this methodology allows for the investigation of the temperature change influence,
multiphase metering effects, flow compressibility, velocity profile impact, etc., it was not
validated for the change of these parameters and requires further investigation.
Author Contributions:
Conceptualization, E.S. and B.C.K.; methodology, V.-T.N. and E.S.; validation,
Z.Y. and E.S.; writing—original draft preparation, E.S.; writing—review and editing, V.-T.N. and Z.Y.;
supervision, B.C.K. All authors have read and agreed to the published version of the manuscript.
Funding: This research received no external funding.
Institutional Review Board Statement: Not applicable.
Informed Consent Statement: Not applicable.
Conflicts of Interest: The authors declare no conflict of interest.
References
1.
Zamora, M.; Henry, M.P. An FPGA Implementation of a Digital Coriolis Mass Flow Metering Drive System. IEEE Trans. Ind.
Electron. 2008,55, 2820–2831. [CrossRef]
2.
Patten, T.; Pawlas, G. The Effect of Swirl on Coriolis Mass Flowmeter. In Proceedings of the North Sea Flow Measurement
Workshop, Lillehammer, Norway, 24–26 October 1995.
3.
Cheesewright, R.; Clark, C.; Bisset, D. Understanding the Experimental Response of Coriolis Massflow Meters to Flow Pulsations.
Flow Meas. Instrum. 1999,10, 207–215. [CrossRef]
4.
Kutin, J.; Bobovnik, G.; Hemp, J.; Bajsi´c, I. Velocity Profile Effects in Coriolis Mass Flowmeters: Recent Findings and Open
Questions. Flow Meas. Instrum. 2006,17, 349–358. [CrossRef]
5.
Weinstein, J.A.; Kassoy, D.R.; Bell, M.J. Experimental Study of Oscillatory Motion of Particles and Bubbles with Applications to
Coriolis Flow Meters. Phys. Fluids 2008,20, 103306. [CrossRef]
6.
Henry, M.P.; Clarke, D.W.; Archer, N.; Bowles, J.; Leahy, M.J.; Liu, R.P.; Vignos, J.; Zhou, F.B. A Self-Validating Digital Coriolis
Mass-Flow Meter: An Overview. Control Eng. Pract. 2000,8, 487–506. [CrossRef]
7. Sultan, G.; Hemp, J. Modelling of the Coriolis Mass Flowmeter. J. Sound Vib. 1989,132, 473–489. [CrossRef]
8. Love, A.E.H. A Treatise on the Mathematical Theory of Elasticity, 4th ed.; Dover Publications: New York, NY, USA, 1944.
9.
Binulal, B.R.; Rajan, A.; Kochupillai, J. Dynamic Analysis of Coriolis Flow Meter Using Timoshenko Beam Element. Flow Meas.
Instrum. 2016,47, 100–109. [CrossRef]
10.
Belhadj, A.; Cheesewright, R.; Clark, C. The Simulation of Coriolis Meter Response to Pulsating Flow Using a General Purpose,
F.E. Code. J. Fluids Struct. 2000,14, 613–634. [CrossRef]
11.
Bobovnik, G.; Mole, N.; Kutin, J.; Štok, B.; Bajsi´c, I. Coupled Finite-Volume/Finite-Element Modelling of the Straight-Tube
Coriolis Flowmeter. J. Fluids Struct. 2005,20, 785–800. [CrossRef]
12.
Enz, S. Factors Affecting Coriolis Flowmeter Accuracy, Precision and Robustness. Ph.D. Thesis, Technical University of Denmark,
Kongens Lyngby, Denmark, 2010.
13.
Hu, Y.-C.; Chen, Z.-Y.; Chang, P.-Z. Fluid-Structure Coupling Effects in a Dual U-Tube Coriolis Mass Flow Meter. Sensors
2021
,
21, 982. [CrossRef]
14.
Kumar, V.; Anklin, M. Numerical Simulations of Coriolis Flow Meters for Low Reynolds Number Flows. MAPAN
2011
,26,
225–235. [CrossRef]
15.
Athanase, D.G. CFD Simulation and Measurement on Gas-Liquid Two Phase Flow. Ph.D. Thesis, National University of Singapore,
Mechanical Department, Singapore, 2018.
16.
Romanov, V.A.; Beskachko, V.P. Virtual Prototyping Experience of the Coriolis Flow Meter; Springer: Cham, Switzerland; Moscow,
Russia, 2018; pp. 411–420.
Sensors 2021,21, 8105 19 of 20
17.
Enz, S.; Thomsen, J.J. Predicting Phase Shift Effects for Vibrating Fluid-Conveying Pipes Due to Coriolis Forces and Fluid
Pulsation. J. Sound Vib. 2011,330, 5096–5113. [CrossRef]
18.
Bobovnik, G.; Kutin, J.; Mole, N.; Štok, B.; Bajsi´c, I. Numerical Analysis of Installation Effects in Coriolis Flowmeters: Single and
Twin Tube Configurations. Flow Meas. Instrum. 2015,44, 71–78. [CrossRef]
19.
Hua, C.; Sun, S.; Yao, H.; Zhu, H.; Xing, L. Wellhead Metering Based on Bubble and Resonance Coriolis Effect with Known
Gas-Liquid Ratio. Meas. J. Int. Meas. Confed. 2020,155, 107563. [CrossRef]
20.
Bobovnik, G.; Kutin, J.; Bajsi´c, I. Estimation of Velocity Profile Effects in the Shell-Type Coriolis Flowmeter Using CFD Simulations.
Flow Meas. Instrum. 2005,16, 365–373. [CrossRef]
21.
Kolhe, V.A.; Edlabadkar, R.L. Performance Evaluation of Coriolis Mass Flow Meter in Laminar Flow Regime. Flow Meas. Instrum.
2021,77, 101837. [CrossRef]
22.
Yaushev, A.A.; Taranenko, P.A.; Loginovskiy, V.A. Study of the Oscillation Modes of a Coriolis Flowmeter Using a Parametric
Finite Element Model, Verified by the Results of Modal Testing. Procedia Eng. 2016,150, 336–340. [CrossRef]
23.
Taluja, R.; Pant, R.; Patil, P. Design and Analysis of Twin S Shape Coriolis Mass Flow Sensor; IEEE: Piscataway, NJ, USA, 2019; pp. 1–4.
24.
Sultan, G. Theoretical and Experimental Studies of the Coriolis Mass Flowmeter. Ph.D. Thesis, Cranfield Institute of Technology,
Bedford, UK, 1990.
25.
Wang, S.; Clark, C.; Cheesewright, R. Virtual Coriolis Flow Meter: A Tool for Simulation and Design. Proc. Inst. Mech. Eng. Part C
J. Mech. Eng. Sci. 2006,220, 817–835. [CrossRef]
26.
Sharma, S.; Patil, P.; Vasudev, A.; Jain, S. Performance Evaluation of an Indigenously Designed Copper (U) Tube Coriolis Mass
Flow Sensors. Measurement 2010,43, 1165–1172. [CrossRef]
27.
Haussmann, M. Lattice Boltzmann Methods for Turbulent Flows: Application to Coriolis Mass Flowmeter. Ph.D. Thesis,
Karlsruher Institute of Technology, Karlsruhe, Germany, 2020.
28.
Coclite, A.; Ranaldo, S.; Pascazio, G.; de Tullio, M.D. A Lattice Boltzmann Dynamic-Immersed Boundary Scheme for the Transport
of Deformable Inertial Capsules in Low-Re Flows. Comput. Math. Appl. 2020,80, 2860–2876. [CrossRef]
29.
He, T. Partitioned Coupling Strategies for Fluid-Structure Interaction with Large Displacement: Explicit, Implicit and Semi-
Implicit Schemes. Wind Struct. 2015,20, 423–448. [CrossRef]
30.
Wong, K.K.L.; Thavornpattanapong, P.; Cheung, S.C.P.; Tu, J. Numerical Stability of Partitioned Approach in Fluid-Structure
Interaction for a Deformable Thin-Walled Vessel. Comput. Math. Methods Med. 2013,2013, 638519. [CrossRef]
31.
Kassiotis, C.; Ibrahimbegovic, A.; Niekamp, R.; Matthies, H.G. Nonlinear Fluid–Structure Interaction Problem. Part I: Implicit
Partitioned Algorithm, Nonlinear Stability Proof and Validation Examples. Comput. Mech. 2010,47, 305–323. [CrossRef]
32.
Heil, M. An Efficient Solver for the Fully Coupled Solution of Large-Displacement Fluid–Structure Interaction Problems. Comput.
Methods Appl. Mech. Eng. 2004,193, 1–23. [CrossRef]
33.
ANSYS, Inc. Ansys Academic Research Mechanical. Release 19.0, Theory Reference. Available online: https://
ansyshelp.ansys.com/account/secured?returnurl=/Views/Secured/prod_page.html?pn=Mechanical%20Application&pid=
MechanicalApplication&lang=en&prodver=21.2/ (accessed on 19 September 2021).
34.
Gravemeier, V.; Wall, W.A.; Ramm, E. Numerical Solution of the Incompressible Navier-Stokes Equations by a Three-Level Finite
Element Method. In Computational Fluid and Solid Mechanics 2003; Bathe, K.J., Ed.; Elsevier: Amsterdam, The Netherlands, 2003;
pp. 915–918. [CrossRef]
35.
Gysling, D.L. An Aeroelastic Model of Coriolis Mass and Density Meters Operating on Aerated Mixtures. Flow Meas. Instrum.
2007,18, 69–77. [CrossRef]
36.
Ruoff, J.; Hodapp, M.; Kück, H. Finite Element Modelling of Coriolis Mass Flowmeters with Arbitrary Pipe Geometry and
Unsteady Flow Conditions. Flow Meas. Instrum. 2014,37, 119–126. [CrossRef]
37.
Vijiapurapu, S.; Cui, J. Performance of Turbulence Models for Flows through Rough Pipes. Appl. Math. Model.
2010
,34, 1458–1466.
[CrossRef]
38.
Schmitt, F.G. About Boussinesq’s Turbulent Viscosity Hypothesis: Historical Remarks and a Direct Evaluation of Its Validity.
Comptes Rendus Mec. 2007,335, 617–627. [CrossRef]
39.
Menter, F.R. Two-Equation Eddy-Viscosity Turbulence Models for Engineering Applications. AIAA J.
1994
,32, 1598–1605.
[CrossRef]
40.
Cheah, S.C.; Iacovides, H.; Jackson, D.C.; Ji, H.; Launder, B.E. LDA Investigation of the Flow Development through Rotating
U-Ducts. J. Turbomach. 1996,118, 590–596. [CrossRef]
41.
Bhaskar, K.U.; Murthy, Y.R.; Raju, M.R.; Tiwari, S.; Srivastava, J.K.; Ramakrishnan, N. CFD Simulation and Experimental
Validation Studies on Hydrocyclone. Miner. Eng. 2007,20, 60–71. [CrossRef]
42.
Luo, J.; Razinsky, E.H. Analysis of Turbulent Flow in 180 Deg Turning Ducts with and without Guide Vanes. J. Turbomach.
2009
,
131, 21011. [CrossRef]
43.
Zhang, P.; Roberts, R.M.; Bénard, A. Computational Guidelines and an Empirical Model for Particle Deposition in Curved Pipes
Using an Eulerian-Lagrangian Approach. J. Aerosol Sci. 2012,53, 1–20. [CrossRef]
44.
Maduta, R.; Jakirlic, S. An Eddy-Resolving Reynolds Stress Transport Model for Unsteady Flow Computations. In Notes on
Numerical Fluid Mechanics and Multidisciplinary Design; Springer: Berlin/Heidelberg, Germany, 2012; Volume 117, pp. 77–89.
[CrossRef]
45.
Gerolymos, G.A.; Vallet, I. Reynolds-Stress Model Prediction of 3-D Duct Flows. Flow Turbul. Combust.
2016
,96, 45–93. [CrossRef]
Sensors 2021,21, 8105 20 of 20
46.
Smirnov, P.E.; Menter, F.R. Sensitization of the SST Turbulence Model to Rotation and Curvature by Applying the Spalart–Shur
Correction Term. J. Turbomach. 2009,131, 41010. [CrossRef]
47.
ANSYS, Inc. Ansys CFX, 2019R1, CFX-Solver Theory Guide. Available online: https://ansyshelp.ansys.com/account/secured?
returnurl=/Views/Secured/corp/v212/en/cfx_thry/cfx_thry.html (accessed on 19 November 2021).
48.
Sureshkumar, R. Numerical Solution of Ordinary Differential Equations. Available online: https://ocw.mit.edu/courses/
aeronautics-and-astronautics/16-90-computational-methods-in-aerospace-engineering-spring-2014/numerical-integration-
of-ordinary-differential-equations/ (accessed on 19 November 2021).
49.
Roache, P.J. Perspective: A Method for Uniform Reporting of Grid Refinement Studies. J. Fluids Eng.
1994
,116, 405–413. [CrossRef]
50.
Hemp, J. Calculation of the Sensitivity of a Straight Tube Coriolis Mass Flowmeter with Free Ends. Flow Meas. Instrum.
2002
,12,
411–420. [CrossRef]
51.
Wang, T.; Baker, R. Coriolis Flowmeters: A Review of Developments over the Past 20 Years, and an Assessment of the State of the
Art and Likely Future Directions. Flow Meas. Instrum. 2014,40, 99–123. [CrossRef]
52.
Luo, J.; Lakshminarayana, B. Prediction of Strongly Curved Turbulent Duct Flows with Reynolds Stress Model. AIAA J.
1997
,35,
91–98. [CrossRef]
53. Chang, P. Separation of Flow; Pergamon: Oxford, UK, 1970.
54.
AZoM. Stainless Steel—Grade 316 (UNS S31600). Available online: https://www.azom.com/properties.aspx?ArticleID=863
(accessed on 19 November 2021).
55.
ASTM. Standard Specification for Chromium and Chromium-Nickel Stainless Steel Plate, Sheet, and Strip for Pressure Vessels and for
General Applications; ASTM A240/A240M-20a; ASTM International: West Conshohocken, PA, USA, 2020.
56.
Huang, L. An Improved Phase Difference Detection Method for a Coriolis Flowmeter. Measurement
2021
,172, 108862. [CrossRef]
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