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IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
_______________________________________________________________________________________
Volume: 04 Issue: 01 | Jan-2015, Available @ http://www.ijret.org 424
COMPARATIVE STUDIES ON HEAT TRANSFER AND FLUID FLOW
IN CORED BRICK AND PEBBLE BED HEATERS
Gokul. M1
, Krishnan. A. S2
1
Assistant Professor, Mechanical Engineering, Velalar College of Engineering and Technology, TamilNadu, India
2
Associate Professor, Department of Mechanical Engineering, Coimbatore Institute of Technology, Coimbatore-
641014, TamilNadu, India
Abstract
The article reports on comparison of transient heat transfer and fluid flow in two different sensible heat storage devices using
Computational Fluid Dynamics. The candidate heat storage devices considered were cored brick and pebble bed and air was
taken to be the working fluid. Same geometrical, material, porosity and boundary conditions, have been used for both the cored
brick and pebble bed heaters, to compare the axial temperature history and pressure drop. The heat storage system comprises
alumina, either in form of pebbles of diameter 6.5 mm, packed to a length of 0.455m in a 43mm diameter pipe, or cored brick of
43mm diameter and same length with through holes to have the same porosity (0.48) as that of the former. The conditions at inlet,
outlet and lateral surface too have been taken to be same for both the systems. The fluid flow was considered to be incompressible
with k-epsilon model to predict turbulence, and the thermo-physical properties of fluid and solid were assumed to remain
constant. Simulations carried out for an inlet temperature of 465 K for velocities ranging from 2m/s to 5 m/s revealed that
pressure drop in pebble bed to be considerably higher than those in cored brick, while the temperature history exhibited mixed
trends.
Keywords: Cored Brick, Pebble Bed and Porosity
--------------------------------------------------------------------***----------------------------------------------------------------------
NOMENCLATURE
k Thermal conductivity (W/mK) or Turbulent kinetic
energy as per context (m2
/s2
)
cp Specific heat capacity (J/kgK)
Cε1 & Cε2 Constants for Turbulence model (1.44 and
1.92 respectively)
Pk Shear production of turbulence (kg/ms3
)
T Temperature (K)
u Fluid velocity (m/s)
t Time (s)
Greek symbols
ε Rate of dissipation of kinetic energy (m2
/s3
)
µ Dynamic viscosity (kg/m-s)
ρ Density (kg/m3
)
σ Prandtl numbers in k-ε equation (1 and 1.3)
Subscripts
f fluid
k kinetic energy
s solid
ε Dissipation rate
T Turbulent
1. INTRODUCTION
Ever-growing demand for power generation, especially
sourced from environment friendly resources has propelled
research in the area of energy and environment. Many of the
renewable sources of energy are of intermittent in nature,
solar and wind energy for instance, of course differing in
their period of intermittence. Energy demand and supply
however need not match in time, consequently necessitating
for its storage. Energy can be stored in multiple ways, such
as mechanical, electrical, thermal, to name a few. Devices
for storing energy in thermal form can primarily be
classified as (a) Sensible Heat Storage (SHS), Latent Heat
Storage (LHS) and (c) Thermo-chemical Storage. SHS can
be achieved using solid or liquid media and involves storing
energy in a material without phase change in the
temperature range of the storage process. LHS systems with
solid-liquid transition are considered an alternative to SHS
systems, although there are presently no commercial
applications. SHS systems, such as molten salts, are being
used in low temperature applications at commercial scale
and are proven technology. There are some advantages for
SHS compared to LHS at high temperatures which includes
simplicity of design and construction, ease of control and
accordingly lower cost.
Many research works have been carried out on pebble bed
and cored brick heaters in the past and the technology for
their utilization is also reasonably well developed. Khare
(2013) [1] suggested that high temperature concretes such as
high alumina cement-based materials and alumina–silicate
geopolymers, to have good potential as SHS media quoting
their inexpensiveness. Menghare (2013) [2] investigated the
SHS techniques for solar thermal application, selection
criterion for storage material and economic impact of SHS
system His study was based on experimental investigation
of thermal performance of solar water heating system
integrated with SHS system. Likhendra Prasad et al. (2013)
IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
_______________________________________________________________________________________
Volume: 04 Issue: 01 | Jan-2015, Available @ http://www.ijret.org 425
[3] compared the transient thermal behavior of heat and
fluid flow through cored brick heater, made of concrete and
cast steel. The authors concluded cast steel to be more
effective than the concrete owing to its higher thermal
conductivity. Meseret Tesfay (2014) [4] conducted
numerical studies on thermal behavior of high-temperature
concrete and solid NaCl (Common salt) SHS. His study
concluded that the Solid NaCl not only required a
considerably smaller storage volume of 150.7 m3
than
concrete which was 231.2m3
, but also higher efficiency of
charging and discharging. Jian Yang et al (2010) [5] carried
out numerical analysis on flow and heat transfer inside small
pores of some novel structured packed beds. The researchers
studied packed beds with non-uniform spherical particles for
the first time and some new transport phenomena were
obtained. Three-dimensional Navier–Stokes equations and
k–ε turbulence model with scalable wall function were
adopted for computations. Laguerre et al. (2008) [6]
presented two approaches for modeling of transient heat
transfer by free convection in a packed bed of spheres. The
authors also presented comparison of results of modeling
with those of experiments. The first approach used direct
computational fluid dynamics software which directly
solves the Navier–Stokes equations and the local energy
equations in the fluid and solid phases. The second approach
used dispersed particle method, which takes into account
air-particle convection, conduction and radiation between
particles and one dimensional conduction inside the packed
bed. Xia et al. (2010) [7] reported studies on fluid flow and
heat transfer in packed bed for a LHS, where in the
researchers introduced many hypotheses were into the
previous packed bed models, which consequently influenced
the accuracy and authenticity of the numerical calculation.
Anica Trp (2005) [8] investigated the thermal behavior of
LHS of the shell-and-tube type during charging and
discharging cycle has numerically predicted for various heat
transfer fluid working conditions and various geometric
parameters and it showed good agreement with experimental
results. Ezhilarasu and Krishnan (2013) [9] conducted
experimental and computational studies on pebble bed
heater operating in the range of inlet velocities various from
2 to 6 m/s and inlet temperature of 465K, then results had
good agreement with numerical results. The authors used
alumina as storage material and air as the working fluid. It
was proposed to continue study based on this, and also
extend the same for the cored brick heater. In the present
work, the hydrodynamic and thermal behaviors of two heat
storage heaters are investigated numerically for various inlet
velocities and compared the results of two heat storage
system based on charging time. These results of simulation
would be helpful for further understanding the fluid flow
and heat transfer characteristics in two storage heaters and
they would also be useful for the optimum design of storage
heaters on different size.
2. MODELING OF TWO SENSIBLE STORAGE
HEATERS
In this present study, three dimensional geometries of two
sensible storage heaters have been created by using
GAMBIT software, the pre-processor used to construct the
flow geometry, along with the mesh generation for solving
the equations of motion and continuity. The storage model
has been solved by using commercial CFD software
package FLUENT, to solve the equations by numerical
method for the geometries constructed using Gambit.
2.1 Pebble Bed Heater
A solid cylinder of 0.043m diameter and length 0.455m was
created and then 2390 spheres of 6.5 mm diameter were
drawn inside the cylinder by number of layers. A layer
arrangement with some angle rotation around the axis within
each layer was chosen as shown in Figure 1.The porosity
taken here as 0.48. A gap was provided between the two
adjacent spheres in the computational modeling in order to
avoid the poor quality mesh at the contact points of spheres
[9].
Fig -1: Physical model of pebble bed heater
The discretized geometry is shown in Figure 2. In this
tet/hybrid T-grid with size (5-10) based on wall y-plus value
greater than 11.5 was adopted. The grid then was exported
as a mesh file for simulation.
IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
_______________________________________________________________________________________
Volume: 04 Issue: 01 | Jan-2015, Available @ http://www.ijret.org 426
Fig -2: Discretized geometry
2.2 Cored Brick Heater
A solid cylinder of diameter 0.043m and length 0.455m with
through holes, 35 in number of 5mm diameter was created
to obtain the same porosity 0.48 as former as shown in
Figure 3. Symmetry was made use of by considering the
upper half symmetric portion as the physical model and
consequently solved.
Fig -3: Physical model of cored brick heater
3. GRID INDEPENDENCE TEST
The geometry was meshed with unstructured tet/hybrid T-
grid of coarse mesh size 3 was taken in order to have
(182087 cells) for whole geometry. Similarly, fine mesh size
1.5 was taken in order to have (658364 cells), it requires
more number of iterations per time step for the solution to
converge. The simulation was carried out with different gird
sizes for inlet velocity 2.212 m/s and inlet temperature
465K, the computational result for different grid size as
shown in Table 1. The pressure drop and maximum average
cored brick heater temperatures were almost the same for
both the mesh sizes, and hence coarse mesh was preferred
for simulation.
Table-1: Computational result for different grid size
Parameter
Grid(Total Cells)
658354 182087
Pressure Drop (Pa) 237.17 235.42
Maximum Average Cored
Brick Temperature (K)
464.87 464.53
4. ASSUMPTIONS
The following assumptions were made:
 The fluid flow is incompressible
 Radiation heat transfer effects are negligible
 The thermo-physical properties of both the solid and
fluid phases are constant during the temperature
range investigated
5. GOVERNING EQUATIONS
The governing equations for fluid flow and heat transfer
through storage heaters as follows:
Fluid Flow
Continuity:
Momentum:
ρ
Standard k-ε turbulence model:
Kinetic energy equation
ρ
σ
ρ ε
Dissipation rate equation
ρ ε
σε
ε ε
ε
ε ρ
ε
ρ
ε
Heat Transfer
Energy equation:
Convection: Solid – Fluid Interface
ρ
Conduction: Solid Region
ρ
Table-2: Material properties
Name
Alumi
na
Air
Material Type Solid Fluid
Property
and value
Density (kg/m3
) 3970 1.225
Specific heat (J/kg K) 775 1006.43
IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
_______________________________________________________________________________________
Volume: 04 Issue: 01 | Jan-2015, Available @ http://www.ijret.org 427
Thermal conductivity
(W/m K)
36 0.0242
Dynamic viscosity
(kg/m-s)
––– 1.79 x 10-5
6. INITIAL AND BOUNDARY CONDITIONS
Same initial and boundary conditions were imposed for both
the storage devices. These are as follows:
 Initially, all the domains were at assumed to be at a
constant temperature of 300 K.
 Inlet was specified as velocity inlet, which was set
as uniform air velocity with appropriate temperature.
 Outlet was specified as pressure outlet, which fixes
static pressure as 1.013x105
Pa.
 Outer surfaces were insulated except inlet and outlet.
7. SOLUTION TECHNIQUES
The governing equations were solved by using commercial
CFD software package, FLUENT 6.3.26. The following
options were exercised in the FLUENT software:
 The set of governing equations was solved in a
segregated fashion, which means that the discretized
momentum and energy equations were solved one
by one during the iterations.
 Unsteady state was formulated as first order implicit
condition and cell based gradient option was
considered.
 Interfaces of solid and fluid phases were made
coupled
 Velocity and pressure coupling were handled with
SIMPLE algorithm.
 Discretization schemes:
Pressure: PRESTO, Momentum, Turbulence kinetic
energy and dissipation rate and energy: First order
upwind.
 Under-relaxation factors:
o Pressure : 0.3
o Density : 1
o Body forces : 1
o Momentum : 0.2 - 0.4
o Volume fraction : 0.5
o Granular temperature : 0.2
o Turbulent kinetic energy : 0.8
o Turbulent dissipation rate : 0.8
o Turbulent viscosity :1
Simulations were carried out for various inlet velocities
ranging from 2 to 5 m/s with temperature 465K for both
heaters to predict pressure drop, velocity distribution and
axial temperature distributions.
8. RESULTS AND DISCUSSION
8.1 Pressure Drop across the Storage Heaters
The pressure drop through the pebble bed depends on
superficial velocity, porosity, mean particle diameter of
sphere and diameter of holes, dynamic viscosity and density
of fluid. A comparison of pressure drop across the heater for
the two storage heaters for velocity ranging from 2 m/s to 5
m/s is shown in Figure 4. It can be seen that the pressure
drop in the pebble bed is higher than that of cored brick at
least by an order and the difference diverges with increase in
velocity. This could be attributed to difference in flow
pattern. The flow in pebble bed changes its direction
continuously as it passes through the pebbles, which
introduces significant additional resistance [9]. However,
the flow in cored brick is straight through and fairly simpler,
resulting in lesser pressure drop.
Fig -4: Comparison of pressure drop for two storage heaters
IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
_______________________________________________________________________________________
Volume: 04 Issue: 01 | Jan-2015, Available @ http://www.ijret.org 428
8.2 Temperature Distribution
During the heating process, the storage material received heat from air, which was used as working fluid. The temperature of the
bed varies with time and space. The axial variation of temperature was predicted for an inlet velocity and temperature of 2 m/s and
465 K respectively. The results of the same for pebble bed and cored brick heaters are shown in Figures 5 and 6, in order. In
Figure 5, which represents axial temperature variation for pebble bed, it can be noticed that data points of same colors form two
different lines. For any one color, the line on top represents the temperature of air and that on the bottom depicts the temperature
of the pebble. With the passage of time, the gap between these two diminishes as expected, since the pebbles get heated up. The
variation of temperature of the storage material along the length for the cored brick is presented in Figure 6. It can be inferred
from Figures 5 and 6, that the time required for pebble bed to get fully charged is more than 150% that required for the cored
brick.
It could be expected that an increased pressure drop results in an increased heat transfer rate and hence the pebble bed to be
quicker than the cored brick to get charged. The simulation result however shows the other way around which could be explained
as below:
Buttressing on stringent arguments, all the three modes of heat transfer takes place in the storage heater. Ignoring the effects of
contribution from radiation, the convection and conduction signify themselves in the heat transport in each of the heaters. The
zigzag flow pattern in the pebble bed and consequently higher turbulence results in higher convective heat transfer than in the
cored brick heater. However, the limiting of inter-pebble contacts to points as against a continuum in cored brick severely resists
conduction and thus resulting in a net lesser heat transfer.
Fig -5: Axial variaiton of pebble bed storage heater temperature
IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
_______________________________________________________________________________________
Volume: 04 Issue: 01 | Jan-2015, Available @ http://www.ijret.org 429
Fig -6: Axial variaiton of cored brick storage heater temperature
The results of variation of axial temperature for the two heaters for inlet velocity ranging from 2 m/s to 5m/s are as shown in
Figures 7 and 8. The overall heat transfer rate of storage bed depends strongly on inlet velocity of working fluid. Increasing inlet
velocity of fluid increases the overall heat transfer rate, that enable faster exchange of heat. The maximum and minimum
temperature of cored brick heater for various velocities is presented in Figures 9 and 10.
Fig -7: Effect of air velocity on charging time of pebble bed heater at time (t=300s)
IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
_______________________________________________________________________________________
Volume: 04 Issue: 01 | Jan-2015, Available @ http://www.ijret.org 430
Fig -8: Effect of air velocity on charging time of cored brick heater at time (t=300s)
Fig -9: Maximum temperature of cored brick heater for various velocities
300
320
340
360
380
400
420
440
460
480
0 200 400 600 800 1000 1200 1400 1600
T(K)
t (s)
2.212 m/s
3.088 m/s
5.054 m/s
IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
_______________________________________________________________________________________
Volume: 04 Issue: 01 | Jan-2015, Available @ http://www.ijret.org 431
Fig -10: Minimum temperature of cored brick heater for various velocities
8.3 Charging Time Requirement
The Figure 11 depicts the charging time of two storage heaters for inlet velocity 2 m/s and inlet temperature 465 K. The average
temperature of two heaters for various time intervals was computed by using volume integral option.
300
320
340
360
380
400
420
440
460
480
0
240
480
720
960
1200
1440
1680
1920
2160
2400
T(K)
t (s)
Pebble bed
Cored Brick
Fig -11: Charging time comparison of two storage heaters for velocity v= 2 m/s
Initially, the driving potential of heat transfer was higher for both storage heaters and this driving potential decreases with
increasing of time but pebble bed heater had much low heat transfer driving potential than the cored brick heater. During the
initial charging period, the pebble bed appears to be heated more than its counterpart. However, with the passage of time, it can be
seen that the heating of cored brick accelerates and attains the maximum temperature of 465 K, 15 minutes before than that of
pebble bed storage heater.
300
315
330
345
360
375
390
405
420
435
450
465
0 200 400 600 800 1000 1200 1400 1600
T(K)
t (s)
2.212 m/s
3.088 m/s
5.054 m/s
IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
_______________________________________________________________________________________
Volume: 04 Issue: 01 | Jan-2015, Available @ http://www.ijret.org 432
Fig -12: Charging time comparison of cored brick heater for various velocities
As discussed earlier, this could be attributed to dominance
of conduction in cored brick being much higher in
magnitude compared to the pebble bed, for the latter has
only point contact. The charging time for cored brick heater
for various velocities is depicted in Figure 12.
9. CONCLUSION
The transient thermal and hydrodynamic behaviors of two
storage heater had studied in this research article. The
pressure drop and temperature history of two storage heaters
during charging were discussed for different inlet velocity. It
can be concluded that the higher pressure drop occur in
pebble bed compared to cored brick storage heater for same
porosity while the time taken to attain the maximum
temperature of cored brick heater was much less than pebble
bed heater during charging process. Hence, the cored brick
heater can be considered as a viable alternative to the pebble
bed, when alumina is considered as the storage material.
ACKNOWLEDGMENTS
The authors express their profound gratitude to the Principal
and Management of Coimbatore Institute of Technology,
Coimbatore, INDIA, for providing the necessary
infrastructure and encouragement.
REFERENCES
[1]. Khare, S., Dell'Amico, M., Knight, C., and McGarry, S.,
2013, “Selection of Materials for High Temperature
Sensible Energy Storage”, Solar Energy Materials & Solar
Cells 115, pp.114–122.
[2]. Menghare, Yogesh M., Jibhakate, Y. M., 2013, “Review
on Sensible Heat Storage System Principle, Performance
and Analysis”, International Journal of Engineering
Research & Technology, Vol.2, Issue 6, pp. 3432-3435.
[3]. Likhendra Prasad, Hakeem Niyas, Muthukumar, P.,
2013, “Performance Analysis of High Temperature Sensible
Heat Storage System during Charging and Discharging
Cycles”, 4th
International Conference on Advances in
Energy Research 278, pp. 1240-1247.
[4]. Meseret Tesfay, 2014, “CFD Analysis of Sensible
Thermal Energy Storage System Using Solid Medium in
Solar Thermal Power Plant”, International Journal of
Advances in Engineering & Technology, Vol.6, Issue 6, pp.
2766-2783.
[5]. Jian Yang, Qiuwang Wang, Min Zeng, Akira
Nakayama, 2010, “Computational Study of Forced
Convective Heat Transfer in Structured Packed Beds with
Spherical or Ellipsoidal Particles”, Chemical Engineering
Science 65, pp. 726–738.
[6]. Laguerre, O., Ben Amara, S., Alvarez, G., Flick, D.,
2008, “Transient Heat Transfer by Free Convection in a
Packed Bed of Spheres: Comparison between Two
Modelling Approaches and Experimental Results”, Applied
Thermal Engineering 28, pp.14–24.
[7]. Xia, L., Zhang, P., Wang, R.Z., 2010, “Numerical Heat
Transfer Analysis of the Packed Bed Latent Heat Storage
System Based on an Effective Packed Bed Model”, Energy
35, pp.2022-2032.
[8]. Anica Trp., 2005, “An Experimental and Numerical
Investigation of Heat Transfer during Technical Grade
Paraffin Melting and Solidification in a Shell-and-Tube
Latent Thermal Energy Storage Unit”, Solar Energy 79,
pp.648–660.
[9]. Ezhilarasu, M., Krishnan, A.S., 2013, “Experimental
and Computational Studies on Transient Heat Transfer and
Fluid Flow in a Packed Bed”, Proceedings of 13th
UK Heat
Transfer Conference, UKHTC2013/199, pp. 1-8.
300
315
330
345
360
375
390
405
420
435
450
465
0 150 300 450 600 750 900
T(K)
t (s)
3.088 m/s
4.222 m/s
5.054 m/s
IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308
_______________________________________________________________________________________
Volume: 04 Issue: 01 | Jan-2015, Available @ http://www.ijret.org 433
BIOGRAPHIES
Gokul. M has obtained his M.E. – Heat
Power Engineering from Coimbatore
Institute of Technology, Coimbatore,
India (2014) and his B.E. degree in
Mechanical Engineering from Nandha
Engineering College, Erode, India in
2012. His areas of interest are Thermal science and Fluid
mechanics etc. He is currently working as Assistant
Professor in the department of Mechanical Engineering in
Velalar College of Engineering and Technology, Erode,
India.
Dr. A. S. Krishnan has obtain his
doctoral degree in the field of heat
transfer from Indian Institute of
Technology, Madras and his post-
graduation from Coimbatore Institute of
Technology, Coimbatore in 2000. He
completed his under graduation in Mechanical Engineering
from Mepco Schlenk Engineering College, Sivakasi in 1998.
He holds experiences both in Academic as well as Industrial
Research. He is currently working as Associate Professor in
the department of Mechanical Engineering in Coimbatore
Institute of Technology, Coimbatore, India. He is also
supervising scholars towards their doctoral degrees in
various topics in Thermal Engineering.

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Comparative studies on heat transfer and fluid flow in cored brick and pebble bed heaters

  • 1. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308 _______________________________________________________________________________________ Volume: 04 Issue: 01 | Jan-2015, Available @ http://www.ijret.org 424 COMPARATIVE STUDIES ON HEAT TRANSFER AND FLUID FLOW IN CORED BRICK AND PEBBLE BED HEATERS Gokul. M1 , Krishnan. A. S2 1 Assistant Professor, Mechanical Engineering, Velalar College of Engineering and Technology, TamilNadu, India 2 Associate Professor, Department of Mechanical Engineering, Coimbatore Institute of Technology, Coimbatore- 641014, TamilNadu, India Abstract The article reports on comparison of transient heat transfer and fluid flow in two different sensible heat storage devices using Computational Fluid Dynamics. The candidate heat storage devices considered were cored brick and pebble bed and air was taken to be the working fluid. Same geometrical, material, porosity and boundary conditions, have been used for both the cored brick and pebble bed heaters, to compare the axial temperature history and pressure drop. The heat storage system comprises alumina, either in form of pebbles of diameter 6.5 mm, packed to a length of 0.455m in a 43mm diameter pipe, or cored brick of 43mm diameter and same length with through holes to have the same porosity (0.48) as that of the former. The conditions at inlet, outlet and lateral surface too have been taken to be same for both the systems. The fluid flow was considered to be incompressible with k-epsilon model to predict turbulence, and the thermo-physical properties of fluid and solid were assumed to remain constant. Simulations carried out for an inlet temperature of 465 K for velocities ranging from 2m/s to 5 m/s revealed that pressure drop in pebble bed to be considerably higher than those in cored brick, while the temperature history exhibited mixed trends. Keywords: Cored Brick, Pebble Bed and Porosity --------------------------------------------------------------------***---------------------------------------------------------------------- NOMENCLATURE k Thermal conductivity (W/mK) or Turbulent kinetic energy as per context (m2 /s2 ) cp Specific heat capacity (J/kgK) Cε1 & Cε2 Constants for Turbulence model (1.44 and 1.92 respectively) Pk Shear production of turbulence (kg/ms3 ) T Temperature (K) u Fluid velocity (m/s) t Time (s) Greek symbols ε Rate of dissipation of kinetic energy (m2 /s3 ) µ Dynamic viscosity (kg/m-s) ρ Density (kg/m3 ) σ Prandtl numbers in k-ε equation (1 and 1.3) Subscripts f fluid k kinetic energy s solid ε Dissipation rate T Turbulent 1. INTRODUCTION Ever-growing demand for power generation, especially sourced from environment friendly resources has propelled research in the area of energy and environment. Many of the renewable sources of energy are of intermittent in nature, solar and wind energy for instance, of course differing in their period of intermittence. Energy demand and supply however need not match in time, consequently necessitating for its storage. Energy can be stored in multiple ways, such as mechanical, electrical, thermal, to name a few. Devices for storing energy in thermal form can primarily be classified as (a) Sensible Heat Storage (SHS), Latent Heat Storage (LHS) and (c) Thermo-chemical Storage. SHS can be achieved using solid or liquid media and involves storing energy in a material without phase change in the temperature range of the storage process. LHS systems with solid-liquid transition are considered an alternative to SHS systems, although there are presently no commercial applications. SHS systems, such as molten salts, are being used in low temperature applications at commercial scale and are proven technology. There are some advantages for SHS compared to LHS at high temperatures which includes simplicity of design and construction, ease of control and accordingly lower cost. Many research works have been carried out on pebble bed and cored brick heaters in the past and the technology for their utilization is also reasonably well developed. Khare (2013) [1] suggested that high temperature concretes such as high alumina cement-based materials and alumina–silicate geopolymers, to have good potential as SHS media quoting their inexpensiveness. Menghare (2013) [2] investigated the SHS techniques for solar thermal application, selection criterion for storage material and economic impact of SHS system His study was based on experimental investigation of thermal performance of solar water heating system integrated with SHS system. Likhendra Prasad et al. (2013)
  • 2. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308 _______________________________________________________________________________________ Volume: 04 Issue: 01 | Jan-2015, Available @ http://www.ijret.org 425 [3] compared the transient thermal behavior of heat and fluid flow through cored brick heater, made of concrete and cast steel. The authors concluded cast steel to be more effective than the concrete owing to its higher thermal conductivity. Meseret Tesfay (2014) [4] conducted numerical studies on thermal behavior of high-temperature concrete and solid NaCl (Common salt) SHS. His study concluded that the Solid NaCl not only required a considerably smaller storage volume of 150.7 m3 than concrete which was 231.2m3 , but also higher efficiency of charging and discharging. Jian Yang et al (2010) [5] carried out numerical analysis on flow and heat transfer inside small pores of some novel structured packed beds. The researchers studied packed beds with non-uniform spherical particles for the first time and some new transport phenomena were obtained. Three-dimensional Navier–Stokes equations and k–ε turbulence model with scalable wall function were adopted for computations. Laguerre et al. (2008) [6] presented two approaches for modeling of transient heat transfer by free convection in a packed bed of spheres. The authors also presented comparison of results of modeling with those of experiments. The first approach used direct computational fluid dynamics software which directly solves the Navier–Stokes equations and the local energy equations in the fluid and solid phases. The second approach used dispersed particle method, which takes into account air-particle convection, conduction and radiation between particles and one dimensional conduction inside the packed bed. Xia et al. (2010) [7] reported studies on fluid flow and heat transfer in packed bed for a LHS, where in the researchers introduced many hypotheses were into the previous packed bed models, which consequently influenced the accuracy and authenticity of the numerical calculation. Anica Trp (2005) [8] investigated the thermal behavior of LHS of the shell-and-tube type during charging and discharging cycle has numerically predicted for various heat transfer fluid working conditions and various geometric parameters and it showed good agreement with experimental results. Ezhilarasu and Krishnan (2013) [9] conducted experimental and computational studies on pebble bed heater operating in the range of inlet velocities various from 2 to 6 m/s and inlet temperature of 465K, then results had good agreement with numerical results. The authors used alumina as storage material and air as the working fluid. It was proposed to continue study based on this, and also extend the same for the cored brick heater. In the present work, the hydrodynamic and thermal behaviors of two heat storage heaters are investigated numerically for various inlet velocities and compared the results of two heat storage system based on charging time. These results of simulation would be helpful for further understanding the fluid flow and heat transfer characteristics in two storage heaters and they would also be useful for the optimum design of storage heaters on different size. 2. MODELING OF TWO SENSIBLE STORAGE HEATERS In this present study, three dimensional geometries of two sensible storage heaters have been created by using GAMBIT software, the pre-processor used to construct the flow geometry, along with the mesh generation for solving the equations of motion and continuity. The storage model has been solved by using commercial CFD software package FLUENT, to solve the equations by numerical method for the geometries constructed using Gambit. 2.1 Pebble Bed Heater A solid cylinder of 0.043m diameter and length 0.455m was created and then 2390 spheres of 6.5 mm diameter were drawn inside the cylinder by number of layers. A layer arrangement with some angle rotation around the axis within each layer was chosen as shown in Figure 1.The porosity taken here as 0.48. A gap was provided between the two adjacent spheres in the computational modeling in order to avoid the poor quality mesh at the contact points of spheres [9]. Fig -1: Physical model of pebble bed heater The discretized geometry is shown in Figure 2. In this tet/hybrid T-grid with size (5-10) based on wall y-plus value greater than 11.5 was adopted. The grid then was exported as a mesh file for simulation.
  • 3. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308 _______________________________________________________________________________________ Volume: 04 Issue: 01 | Jan-2015, Available @ http://www.ijret.org 426 Fig -2: Discretized geometry 2.2 Cored Brick Heater A solid cylinder of diameter 0.043m and length 0.455m with through holes, 35 in number of 5mm diameter was created to obtain the same porosity 0.48 as former as shown in Figure 3. Symmetry was made use of by considering the upper half symmetric portion as the physical model and consequently solved. Fig -3: Physical model of cored brick heater 3. GRID INDEPENDENCE TEST The geometry was meshed with unstructured tet/hybrid T- grid of coarse mesh size 3 was taken in order to have (182087 cells) for whole geometry. Similarly, fine mesh size 1.5 was taken in order to have (658364 cells), it requires more number of iterations per time step for the solution to converge. The simulation was carried out with different gird sizes for inlet velocity 2.212 m/s and inlet temperature 465K, the computational result for different grid size as shown in Table 1. The pressure drop and maximum average cored brick heater temperatures were almost the same for both the mesh sizes, and hence coarse mesh was preferred for simulation. Table-1: Computational result for different grid size Parameter Grid(Total Cells) 658354 182087 Pressure Drop (Pa) 237.17 235.42 Maximum Average Cored Brick Temperature (K) 464.87 464.53 4. ASSUMPTIONS The following assumptions were made:  The fluid flow is incompressible  Radiation heat transfer effects are negligible  The thermo-physical properties of both the solid and fluid phases are constant during the temperature range investigated 5. GOVERNING EQUATIONS The governing equations for fluid flow and heat transfer through storage heaters as follows: Fluid Flow Continuity: Momentum: ρ Standard k-ε turbulence model: Kinetic energy equation ρ σ ρ ε Dissipation rate equation ρ ε σε ε ε ε ε ρ ε ρ ε Heat Transfer Energy equation: Convection: Solid – Fluid Interface ρ Conduction: Solid Region ρ Table-2: Material properties Name Alumi na Air Material Type Solid Fluid Property and value Density (kg/m3 ) 3970 1.225 Specific heat (J/kg K) 775 1006.43
  • 4. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308 _______________________________________________________________________________________ Volume: 04 Issue: 01 | Jan-2015, Available @ http://www.ijret.org 427 Thermal conductivity (W/m K) 36 0.0242 Dynamic viscosity (kg/m-s) ––– 1.79 x 10-5 6. INITIAL AND BOUNDARY CONDITIONS Same initial and boundary conditions were imposed for both the storage devices. These are as follows:  Initially, all the domains were at assumed to be at a constant temperature of 300 K.  Inlet was specified as velocity inlet, which was set as uniform air velocity with appropriate temperature.  Outlet was specified as pressure outlet, which fixes static pressure as 1.013x105 Pa.  Outer surfaces were insulated except inlet and outlet. 7. SOLUTION TECHNIQUES The governing equations were solved by using commercial CFD software package, FLUENT 6.3.26. The following options were exercised in the FLUENT software:  The set of governing equations was solved in a segregated fashion, which means that the discretized momentum and energy equations were solved one by one during the iterations.  Unsteady state was formulated as first order implicit condition and cell based gradient option was considered.  Interfaces of solid and fluid phases were made coupled  Velocity and pressure coupling were handled with SIMPLE algorithm.  Discretization schemes: Pressure: PRESTO, Momentum, Turbulence kinetic energy and dissipation rate and energy: First order upwind.  Under-relaxation factors: o Pressure : 0.3 o Density : 1 o Body forces : 1 o Momentum : 0.2 - 0.4 o Volume fraction : 0.5 o Granular temperature : 0.2 o Turbulent kinetic energy : 0.8 o Turbulent dissipation rate : 0.8 o Turbulent viscosity :1 Simulations were carried out for various inlet velocities ranging from 2 to 5 m/s with temperature 465K for both heaters to predict pressure drop, velocity distribution and axial temperature distributions. 8. RESULTS AND DISCUSSION 8.1 Pressure Drop across the Storage Heaters The pressure drop through the pebble bed depends on superficial velocity, porosity, mean particle diameter of sphere and diameter of holes, dynamic viscosity and density of fluid. A comparison of pressure drop across the heater for the two storage heaters for velocity ranging from 2 m/s to 5 m/s is shown in Figure 4. It can be seen that the pressure drop in the pebble bed is higher than that of cored brick at least by an order and the difference diverges with increase in velocity. This could be attributed to difference in flow pattern. The flow in pebble bed changes its direction continuously as it passes through the pebbles, which introduces significant additional resistance [9]. However, the flow in cored brick is straight through and fairly simpler, resulting in lesser pressure drop. Fig -4: Comparison of pressure drop for two storage heaters
  • 5. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308 _______________________________________________________________________________________ Volume: 04 Issue: 01 | Jan-2015, Available @ http://www.ijret.org 428 8.2 Temperature Distribution During the heating process, the storage material received heat from air, which was used as working fluid. The temperature of the bed varies with time and space. The axial variation of temperature was predicted for an inlet velocity and temperature of 2 m/s and 465 K respectively. The results of the same for pebble bed and cored brick heaters are shown in Figures 5 and 6, in order. In Figure 5, which represents axial temperature variation for pebble bed, it can be noticed that data points of same colors form two different lines. For any one color, the line on top represents the temperature of air and that on the bottom depicts the temperature of the pebble. With the passage of time, the gap between these two diminishes as expected, since the pebbles get heated up. The variation of temperature of the storage material along the length for the cored brick is presented in Figure 6. It can be inferred from Figures 5 and 6, that the time required for pebble bed to get fully charged is more than 150% that required for the cored brick. It could be expected that an increased pressure drop results in an increased heat transfer rate and hence the pebble bed to be quicker than the cored brick to get charged. The simulation result however shows the other way around which could be explained as below: Buttressing on stringent arguments, all the three modes of heat transfer takes place in the storage heater. Ignoring the effects of contribution from radiation, the convection and conduction signify themselves in the heat transport in each of the heaters. The zigzag flow pattern in the pebble bed and consequently higher turbulence results in higher convective heat transfer than in the cored brick heater. However, the limiting of inter-pebble contacts to points as against a continuum in cored brick severely resists conduction and thus resulting in a net lesser heat transfer. Fig -5: Axial variaiton of pebble bed storage heater temperature
  • 6. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308 _______________________________________________________________________________________ Volume: 04 Issue: 01 | Jan-2015, Available @ http://www.ijret.org 429 Fig -6: Axial variaiton of cored brick storage heater temperature The results of variation of axial temperature for the two heaters for inlet velocity ranging from 2 m/s to 5m/s are as shown in Figures 7 and 8. The overall heat transfer rate of storage bed depends strongly on inlet velocity of working fluid. Increasing inlet velocity of fluid increases the overall heat transfer rate, that enable faster exchange of heat. The maximum and minimum temperature of cored brick heater for various velocities is presented in Figures 9 and 10. Fig -7: Effect of air velocity on charging time of pebble bed heater at time (t=300s)
  • 7. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308 _______________________________________________________________________________________ Volume: 04 Issue: 01 | Jan-2015, Available @ http://www.ijret.org 430 Fig -8: Effect of air velocity on charging time of cored brick heater at time (t=300s) Fig -9: Maximum temperature of cored brick heater for various velocities 300 320 340 360 380 400 420 440 460 480 0 200 400 600 800 1000 1200 1400 1600 T(K) t (s) 2.212 m/s 3.088 m/s 5.054 m/s
  • 8. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308 _______________________________________________________________________________________ Volume: 04 Issue: 01 | Jan-2015, Available @ http://www.ijret.org 431 Fig -10: Minimum temperature of cored brick heater for various velocities 8.3 Charging Time Requirement The Figure 11 depicts the charging time of two storage heaters for inlet velocity 2 m/s and inlet temperature 465 K. The average temperature of two heaters for various time intervals was computed by using volume integral option. 300 320 340 360 380 400 420 440 460 480 0 240 480 720 960 1200 1440 1680 1920 2160 2400 T(K) t (s) Pebble bed Cored Brick Fig -11: Charging time comparison of two storage heaters for velocity v= 2 m/s Initially, the driving potential of heat transfer was higher for both storage heaters and this driving potential decreases with increasing of time but pebble bed heater had much low heat transfer driving potential than the cored brick heater. During the initial charging period, the pebble bed appears to be heated more than its counterpart. However, with the passage of time, it can be seen that the heating of cored brick accelerates and attains the maximum temperature of 465 K, 15 minutes before than that of pebble bed storage heater. 300 315 330 345 360 375 390 405 420 435 450 465 0 200 400 600 800 1000 1200 1400 1600 T(K) t (s) 2.212 m/s 3.088 m/s 5.054 m/s
  • 9. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308 _______________________________________________________________________________________ Volume: 04 Issue: 01 | Jan-2015, Available @ http://www.ijret.org 432 Fig -12: Charging time comparison of cored brick heater for various velocities As discussed earlier, this could be attributed to dominance of conduction in cored brick being much higher in magnitude compared to the pebble bed, for the latter has only point contact. The charging time for cored brick heater for various velocities is depicted in Figure 12. 9. CONCLUSION The transient thermal and hydrodynamic behaviors of two storage heater had studied in this research article. The pressure drop and temperature history of two storage heaters during charging were discussed for different inlet velocity. It can be concluded that the higher pressure drop occur in pebble bed compared to cored brick storage heater for same porosity while the time taken to attain the maximum temperature of cored brick heater was much less than pebble bed heater during charging process. Hence, the cored brick heater can be considered as a viable alternative to the pebble bed, when alumina is considered as the storage material. ACKNOWLEDGMENTS The authors express their profound gratitude to the Principal and Management of Coimbatore Institute of Technology, Coimbatore, INDIA, for providing the necessary infrastructure and encouragement. REFERENCES [1]. Khare, S., Dell'Amico, M., Knight, C., and McGarry, S., 2013, “Selection of Materials for High Temperature Sensible Energy Storage”, Solar Energy Materials & Solar Cells 115, pp.114–122. [2]. Menghare, Yogesh M., Jibhakate, Y. M., 2013, “Review on Sensible Heat Storage System Principle, Performance and Analysis”, International Journal of Engineering Research & Technology, Vol.2, Issue 6, pp. 3432-3435. [3]. Likhendra Prasad, Hakeem Niyas, Muthukumar, P., 2013, “Performance Analysis of High Temperature Sensible Heat Storage System during Charging and Discharging Cycles”, 4th International Conference on Advances in Energy Research 278, pp. 1240-1247. [4]. Meseret Tesfay, 2014, “CFD Analysis of Sensible Thermal Energy Storage System Using Solid Medium in Solar Thermal Power Plant”, International Journal of Advances in Engineering & Technology, Vol.6, Issue 6, pp. 2766-2783. [5]. Jian Yang, Qiuwang Wang, Min Zeng, Akira Nakayama, 2010, “Computational Study of Forced Convective Heat Transfer in Structured Packed Beds with Spherical or Ellipsoidal Particles”, Chemical Engineering Science 65, pp. 726–738. [6]. Laguerre, O., Ben Amara, S., Alvarez, G., Flick, D., 2008, “Transient Heat Transfer by Free Convection in a Packed Bed of Spheres: Comparison between Two Modelling Approaches and Experimental Results”, Applied Thermal Engineering 28, pp.14–24. [7]. Xia, L., Zhang, P., Wang, R.Z., 2010, “Numerical Heat Transfer Analysis of the Packed Bed Latent Heat Storage System Based on an Effective Packed Bed Model”, Energy 35, pp.2022-2032. [8]. Anica Trp., 2005, “An Experimental and Numerical Investigation of Heat Transfer during Technical Grade Paraffin Melting and Solidification in a Shell-and-Tube Latent Thermal Energy Storage Unit”, Solar Energy 79, pp.648–660. [9]. Ezhilarasu, M., Krishnan, A.S., 2013, “Experimental and Computational Studies on Transient Heat Transfer and Fluid Flow in a Packed Bed”, Proceedings of 13th UK Heat Transfer Conference, UKHTC2013/199, pp. 1-8. 300 315 330 345 360 375 390 405 420 435 450 465 0 150 300 450 600 750 900 T(K) t (s) 3.088 m/s 4.222 m/s 5.054 m/s
  • 10. IJRET: International Journal of Research in Engineering and Technology eISSN: 2319-1163 | pISSN: 2321-7308 _______________________________________________________________________________________ Volume: 04 Issue: 01 | Jan-2015, Available @ http://www.ijret.org 433 BIOGRAPHIES Gokul. M has obtained his M.E. – Heat Power Engineering from Coimbatore Institute of Technology, Coimbatore, India (2014) and his B.E. degree in Mechanical Engineering from Nandha Engineering College, Erode, India in 2012. His areas of interest are Thermal science and Fluid mechanics etc. He is currently working as Assistant Professor in the department of Mechanical Engineering in Velalar College of Engineering and Technology, Erode, India. Dr. A. S. Krishnan has obtain his doctoral degree in the field of heat transfer from Indian Institute of Technology, Madras and his post- graduation from Coimbatore Institute of Technology, Coimbatore in 2000. He completed his under graduation in Mechanical Engineering from Mepco Schlenk Engineering College, Sivakasi in 1998. He holds experiences both in Academic as well as Industrial Research. He is currently working as Associate Professor in the department of Mechanical Engineering in Coimbatore Institute of Technology, Coimbatore, India. He is also supervising scholars towards their doctoral degrees in various topics in Thermal Engineering.