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Proceedings of 2nd International Conference on Mechanical and Aeronautical Engineering
Held on 13th – 14th July 2016, in Bangkok, ISBN: 9788193137352
79
EXPERIMENTAL SETUP FOR THE DETERMINATION
OF HEAT TRANSFER INSIDE THE SOIL REGION IN
GROUND SOURCE HEAT PUMP (GSHP)
Nurullah Kayacı
Heat and Thermodynamics Division,
Department of Mechanical Engineering, Yildiz
Technical University (YTU), Yildiz, Besiktas,
Istanbul 34349, Turkey
Hakan Demir
Heat and Thermodynamics Division,
Department of Mechanical Engineering, Yildiz
Technical University (YTU), Yildiz, Besiktas,
Istanbul 34349, Turkey
S. Ozgur Atayılmaz
Heat and Thermodynamics Division, Department of Mechanical Engineering, Yildiz
Technical University (YTU), Yildiz, Besiktas,
Istanbul 34349, Turkey
Ozden Agra
Heat and Thermodynamics Division, Department of Mechanical Engineering, Yildiz
Technical University (YTU), Yildiz, Besiktas,
Istanbul 34349, Turkey
Abstract- The earth is an energy resource which has
more suitable and stable temperatures than air.
Ground Source Heat Pumps (GSHPs) were
developed to use ground energy for residential
heating. The most important part of a GSHP is the
Ground Heat Exchanger (GHE) that consists of
pipes buried in the soil and is used for transferring
heat between the soil and the heat exchanger of the
GSHP. Two important parameters of selection and
sizing of soil heat exchanger other than properties
of the soil are the depth of burying and distance
between buried pipes. It is also important to
determine different ways of arrangement under the
ground. Slinky, horizontal straight pipes and
horizontal U-type soil pipe were buried to ground
under the building foundation. Also, horizontal
straight pipes were buried into concrete section of
the building foundation. Thermocouples were
connected on these pipes to measure ground
temperature distribution in horizontal and vertical
axes. The experimental setup is designed for
capable of changing the different operating
parameters. The detailed description of design and
development of the experimental setup for ground
source heat pump system has been explained in
detail depending on our project. It experimental
setup, control devices, instrumentation and the
experimental procedure are reported and the study
of experimental setups from the available literature
survey with the existing one are compared in this
paper. The determination of heat transfer and
temperature distribution of two different types of
buried pipes which were U-type and straight pipe in
soil by means of Ansys Fluent program are shown
in this study.
Keywords: Ground source heat pump, Ground heat
exchanger, slinky heat exchanger, heat transfer
I. INTRODUCTION
Humankind have directed to investigate more
efficiently use of available energy sources and use of
renewable energy systems because of growing energy
demands and decreasing energy sources as well as
harm of fossil fuels to world. Heating and cooling
systems demanding low energy for building have been
developed like the other application used energy. Heat
pump systems which can be provided high heating
Proceedings of 2nd International Conference on Mechanical and Aeronautical Engineering
Held on 13th – 14th July 2016, in Bangkok, ISBN: 9788193137352
80
and/or cooling demands as well as with low energy
consumption have quite importance for these aims.
The principles work of the heat pump is a loop of
refrigerant that is pumped through a vapor-
compression refrigeration cycle moving heat. Thus,
heat pumps can transfer heat from a cool medium to a
warm medium against the natural direction of flow.
Also, they can be used to enhance the natural flow of
heat from a warm medium to a cool medium.
There are different heat pump systems called such as
ground source, air source, water source and etc.
Ground source heat pump (GSHP) has been considered
with this study. A ground source heat pump is a central
heating and/or cooling system transferring heat from
ground or to ground depending on purpose of condition
of building. It uses the earth as a heat source in the
heating season or a heat sink in the cooling season.
This design takes advantage of the moderate
temperatures in the ground to increase efficiency and
reduce the operational costs of heating and cooling
systems. Also, it may be combined with different
systems like solar heating with even greater efficiency.
Because the temperature beneath the upper 6 meters of
Earth's surface maintains a nearly constant temperature
between 10 and 16 °C depending on latitude [1],
ground is quite good at a heat source for systems
working main vapor-compression cycle. Ground heat
exchangers mainly are settled horizontal and vertical
into ground. Horizontal settlement of GHE can be
designed such as single-pipe, multiple-pipe, and spiral-
type systems and etc. A typical heat pump has a COP
of around 4 which indicates that the heat pump
produces four units of heating energy for every unit of
electrical energy input. The COP of the GSHP depends
on the soil type at the installation [2]. But these
systems have still high initial cost, since ground heat
exchangers can be constructed using common
excavation machines [3].
In literature, there are many studies on ground source
heat pump (GSHP) as experimental, numerical and
analytical studies especially for ground heat
exchangers. Li et al. worked on experimental and
theoretical methodology with which a designer can
determine the size of a spiral heat exchanger. They
suggested that their methodology can be applied
effectively to different spiral heat exchanger
configurations [4]. Wu et al. studied on slinky ground
heat exchangers in term of both experimental and
numerical studies. After validation of experimental
studies for two months with 3D model numerical
studies, they declared there was no significant
difference in the specific heat extraction of the slinky
heat exchanger at different coil diameters. Also, they
concluded that the larger the diameter of coil, the
higher the heat extraction per meter length of soil.
They used 4 parallel horizontal slinky heat exchanger
loops placed in 80 m long by 20 m wide paddock area
at a depth of around 1.2 m below ground surface [2].
Esen et al. investigated of energetic and exergetic
efficiencies of ground-coupled heat pump (GCHP)
system as a function of depth trenches for heating
season. They settled horizontal GHEs consisting of a
high density polyethylene tube, 16mm diameter in 1 m
from ground surface [5]. Demir et al. carried out
experimentally on GHEs consisting of three parallel
pipes which have 40 m length and 1/2" diameter buried
in soil. Also, they suggested a new numerical models
by means of energy balance equation to estimate the
fluid outlet temperatures with a small error can be used
for calculating optimum ground heat exchanger
dimensions and burial depth for a given location if
meteorological data are available [6].
In this study, experimental setup for ground source heat
pump system has been explained in detail depending
on our project. It has been placed three different
configuration of horizontal ground heat exchangers and
a horizontal heat exchanger in concrete as shown in
Figure 3. They are respectively called as U-pipe heat
exchanger in soil, straight pipe heat exchanger in soil,
slinky heat exchanger and straight pipe heat exchanger
in concrete. It has been expressed how to prepare
ground source heat pump systems. For this purpose,
measurement devices have been elucidated how to be
calibrated and inserted. Also, ground heat exchangers
gradually have been informed how to be buried and the
last case of project with plan to future has been
commentated. Also, numerical analysis has been
applied to straight pipe heat exchanger in soil and U-
pipe heat exchanger in soil to determine heat fluxes and
temperature contours depending on different pitch
spaces. Also, material of pipes were investigated on
Proceedings of 2nd International Conference on Mechanical and Aeronautical Engineering
Held on 13th – 14th July 2016, in Bangkok, ISBN: 9788193137352
81
provided heat fluxes at different pitch spaces for U-
pipe heat exchangers in soil.
II. EXPERIMENTAL SETUP
Experimental system has been applied to Central
Laboratory of Yıldız Technical University, which has
been built newly in YTU Davutpaşa Campus. The
building has 4 store and 84 m x 30 m settlement area.
Figure 1 shows the building plan of Central Laboratory
of Yıldız Technical University.
Figure 1. The plan and real photo of Central Laboratory of Yıldız Technical University
Experimental system basically has been contained
three stages involving the calibration and insertion of
measurement device, settlement of heat exchanger in
soil and concrete, settlement of heating and cooling
panels to indoor building.
a) Settlement of Heat Exchanger in Soil and
Concrete
To set up the system, firstly heat exchanger soil side
was properly buried to area of building foundation after
the abolition of excavation as seen on Figure 2.
Proceedings of 2nd International Conference on Mechanical and Aeronautical Engineering
Held on 13th – 14th July 2016, in Bangkok, ISBN: 9788193137352
82
Figure 2. Abolition of excavation and settlement of heat exchangers
These heat exchangers are U-pipe, straight pipe in soil,
slinky. Also, there is a heat exchanger buried in
building foundation, which is called as straight pipe in
concrete. The planned design of settlement of heat
exchanger both soil and concrete of building
foundation can be seen on Figure 3.
Figure 3. Design of settlement of heat exchanger both soil and concrete of building foundation
Due to project, the heat exchangers were placed as seen
on Figure 4. About 370 meters pipe which is produced
from polyethylene and has 32 mm outer diameter were
used for slinky pipe implementation. Distance between
pipes were determined as 50 cm.
About 850 meters of PE32 pipe was placed for U-pipe
implementation, straight pipe in soil and straight pipe
in concrete.
Figure 4. shows implementation of settlement of heat
exchanger both soil and concrete of building
foundation. After settlement of heat exchangers in
ground, the special sand which does not include rock
etc. spread over pipes to protect them.
Proceedings of 2nd International Conference on Mechanical and Aeronautical Engineering
Held on 13th – 14th July 2016, in Bangkok, ISBN: 9788193137352
83
Figure 4. Implementation of settlement of heat exchanger both soil and concrete of building foundation
After the heat exchanger in soil and concrete were
settled, each of them connected heat pumps. There are
four heat pumps having 11 kW power on the system.
The thermocouples were properly placed to soil and
pipes.
Figure 5. Heat pump used in project and its connection chart
b) Calibration and Insertion of Measurement
Device
Many measurement devices consisting thermocouples,
RTDs, differential pressure transmitters, turbine type
flowmeters have been used so as to measure
performance of systems. Thermocouples used in the
project are T*-type and have 2 x 0.3 mm diameter.
Firstly, the thermocouples cut as 6 - 7 meters by
thinking different configurations and their tips were
connected with a thermocouple welding placed in the
Proceedings of 2nd International Conference on Mechanical and Aeronautical Engineering
Held on 13th – 14th July 2016, in Bangkok, ISBN: 9788193137352
84
University laboratory. Cutting and welding process can be seen on Figure 6.
Figure 6. Cutting and welding of thermocouples
Then, each of them were numbered and connected to
datalogger cards as seen on Figure 7. After that
process, the screw terminal cards were inserted to data
logger and they were calibrated with a RTD type
thermometer in a constant temperature bath which
maintains the temperature as desired. Data loggers used
for experimental study are Agilent 34972A brand for
both calibration and measurement of systems.
Figure 7. Calibration of thermocouples
After calibration of thermocouples, their calibration
curves and equations were obtained for each of
thermocouples. Figure 8 illustrates the screenshot of
computer program during the calibration of a
thermocouples.
Proceedings of 2nd International Conference on Mechanical and Aeronautical Engineering
Held on 13th – 14th July 2016, in Bangkok, ISBN: 9788193137352
85
Figure 8. Calibration curve and screenshot of computer program for a thermocouple
After all those processes, the calibrated thermocouples
were precisely placed into soil and concrete. The
thermocouples were inserted at 10 cm intervals into
ground and building foundation to see variation of soil
temperature during working conditions as seen on
Figure 9.
Figure 9. Insertion of thermocouples to ground
In addition to that processes, RTD type temperature
measurement devices have been used to determine
water temperature in ground heat exchangers by
inserting to stream and return of heat pumps. Each of
heat pump systems have been used two RTD.
Similarly, differential pressure measurement devices
have been inserted to each of heat pump systems to
determine pressure drop of ground heat exchangers. At
the same time, flow meters have been inserted to
systems to be indicated flowrates during working
conditions.
c) Installation of Heating and Cooling Panels to
Indoor of Building
This stage of project is under construction, because the
building has not completed yet. But, settlement of
panels have been planned as seen on Figure 10. The
administration of university has been provided 7 rooms
for indoor panel applications whose total areas are
about 210 m2. The panels have been produced and will
be applied to the building by Dizayn Group
Corporation being our project partner. The area
numbered as 1 in Figure 10 is going to be conditioned
Proceedings of 2nd International Conference on Mechanical and Aeronautical Engineering
Held on 13th – 14th July 2016, in Bangkok, ISBN: 9788193137352
86
by both wall and ceiling panels working with a heat
pump connected to U-pipe ground heat exchanger. The
areas numbered as 2, 3 and 4 in Figure 10 are
approximately 52 m2 and each of them are going to be
conditioned just wall panels working with a heat
pumps connected to straight pipe in soil, straight pipe
in concrete and slinky type heat exchangers
respectively.
Figure 10. Plan of wall and ceiling panels settlement
III. DETERMINATION OF HEAT TRANSFER
AND TEMPERATURE DISTRIBUTION OF TWO
DIFFERENT TYPES OF BURIED PIPES
Analytical studies has been done and will be done
during project as well as experimental studies by Ansys
Fluent®. It was started analyzing U type heat
exchanger in soil according to different pitch space of
pipes and different material of pipe conditions. The
pitch spaces have been selected as 25 cm, 50 cm and
75 cm.
Figure 11. Creating meshes depending on U pipe heat exchangers
Figure 11 (a) shows design of U pipe heat exchanger
in soil, (b) and (c) illustrates creating meshes
depending on U pipe heat exchangers. 3D meshes were
applied to design, also relevance center was kept high
for analyses, because the pipe diameter was quite small
compared soil. There are 1581622, 1692663 and
16992801 nodes and 7747120, 8193642 and 8352972
elements for 25cm, 50 cm and 75 cm pitch spaces
respectively.
Figure 12 (a), (b), (c) illustrates pitch spaces as 25 cm,
50 cm and 75 cm, respectively.
Proceedings of 2nd International Conference on Mechanical and Aeronautical Engineering
Held on 13th – 14th July 2016, in Bangkok, ISBN: 9788193137352
87
Figure 12. Temperature contours of U-pipe heat exchangers in soil according to different pitch spacing of pipes
Analyses have been conducted for 6 months period. It
has been determined that the ground temperatures
changed between 274 K and 278.2 K at the end of 6
months for three different configurations (25 cm, 50
cm and 75 cm), when the initial temperature of ground
289 K. Also, polyethylene and copper pipes have been
compared in terms of heat provided heat quantity per
meter for each configurations. The results shows that
there is no big differences provided heat per meter for
25 cm pitch spaces between copper and polyethylene
pipes. However, material of pipes has been become
important with increased pitch spaces as seen on Figure
12.
Figure 13. The comparison of provided mean heat fluxes per meter in terms of material of pipe: copper and
polyethylene (W/m)
The average heat fluxes provided from ground with
polyethylene pipes according to 25, 50, 75 cm pitch
spacing became 3.30 W/m, 5.82 W/m and 7.65 W/m,
respectively. The provided heat fluxes by means of
copper pipes were determined as 3.41 W/m, 6.21 W/m
and 8.35 W/m under similar conditions respectively.
Proceedings of 2nd International Conference on Mechanical and Aeronautical Engineering
Held on 13th – 14th July 2016, in Bangkok, ISBN: 9788193137352
88
VI. CONCLUSIONS
In this study, experimental for ground source heat
pump system setup and numerical analysis U pipe
GHEs has been explained in detail depending on our
project.
- Calibration and insertion of measurement
devices have been explained.
-
- Settlement stages of GHEs have been
elucidated for each GHEs: U pipe, straight
pipe in soil, slinky and straight pipe in
concrete.
-
- It has been commentated how to be installed
panels to indoor building in future
- .
- Numerical analyses have been conducted
according to different pitch spaces and
different pipe materials for U pipe heat
exchangers.
V. ACKNOWLEDGEMENT
This work was supported by Ministry of Science,
Industry and Technology of Turkey under SAN-TEZ
program with Grant No. 0472.STZ.2013-2 and partly
supported by MIR R&D. We gratefully acknowledge
these supports.
REFERENCES
1. "Geothermal Technologies Program:
Geothermal Basics". US Department of
Energy. Retrieved 2011-03-30.
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G. Gonzalez, Experimental measurement and
numerical simulation of horizontal-coupled
slinky ground source heat exchangers,
Applied Thermal Engineering 30 (2010)
2574-2583.
3. H.Fujii, S.Yamasakia, T. Maeharaa, T.
Ishikamib, N. Chouc, Numerical simulation
and sensitivity study of double-layer Slinky-
coil horizontal ground heat exchangers,
Geothermics 47 (2013) 61– 68
4. H. Li, K. Nagano, Y. Lai, A new model and
solutions for a spiral heat exchanger and its
experimental validation, International Journal
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4414.
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Applied Thermal Engineering 29 (2009) 224-
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