Performance Analysis of Monocrystalline and Polycrystalline Solar
Photovoltaic for Solar Water Pump (SWP) System in Indonesia
Rusman Sinaga
1
, Julius A. Tanesab
1
, Marthen D. Elu Beily
1
and Agusthinus S. Sampeallo
2
1
Electrical Engineering Department, State Polytechnic of Kupang, Jalan Adisucipto Penfui Kupang Indonesia
2
Electrical Engineering Department, Nusa Cendana University. Jalan Adisucipto Kupang, Indonesia
Keywords: Solar Water Pumps, Monocrystalline, Polycrystalline, Solar Panel.
Abstract: Solar Water Pumps (SWP) systems have been widely developed, especially in remote rural areas that cannot
be reached by the electricity network of the State Electricity Company. The most common obstacle is that
water supply through the SWP system is still relatively expensive, especially if solar panels are combined
with the use of batteries. This study aims to assess the performance of the water pumping system supplied by
monocrystalline and polycrystalline solar panels without using batteries. The method used in this research is
the observation method by first designing and installing the SWP system using monocrystalline and
polycrystalline solar panels. The results showed that in the use of monocrystalline and polycrystalline solar
panels in the SWP system, the average efficiency of the solar panels was 6.87% and 6.73%, the average pump
efficiency 33.85% and 32.34%, and the global efficiency 2.30%, and 2.17%.
1 INTRODUCTION
Water has a very important role in the development
of any country. It is estimated that an average of 100
liters of water is required per person per day for daily
survival (Theodolfi and Waangsir, 2014). However,
not all rural communities have sufficient water
because they cannot use water pumps sourced from
the State Electricity Company (SEC). The
electrification ratio in Kupang Regency is still 60%.
The average household with no electrical energy
supply is in remote villages that are difficult to reach
by the SEC network (Sinaga R et al, 2019); (Sinaga R
et al, 2017). On the other hand, the current SEC
electricity network mostly uses fossil fuels to
generate electricity.
The use of fossil fuels will increase greenhouse
gas (GHG) emissions so that it hurts the environment,
while the use of solar electricity can support
government programs to reduce GHG emissions. The
Indonesian government GHG emission reduction
target for 2030 is 29% with own efforts and 41% if
there is international cooperation (UURI, 2016).
Solar Water Pumps (SWP) require solar energy as
primary energy to be converted into electrical energy
through solar panels. A solar-powered water pump
system contributes to a clean environment by
reducing carbon emissions (does not use fossil fuels)
(Aliyua et al, 2018).
The intensity of solar energy is optimal in the dry
season in Kupang Regency. In the morning,
afternoon, and evening, solar radiation greatly affects
the energy output of solar panels (Sinaga R, 2011).
The average intensity of solar radiation in East Nusa
Tenggara is 5,117 Wh/m
2
/day (Rahardjo and Fitriana,
2011).
The performance of solar panels in the form of
maximum power output varies with the seasons. At
the end of the summer or dry season, the performance
of solar panels tends to increase. Solar energy is the
best choice for reducing CO2 emissions. (Sinaga R et
al. 2017).
The price of solar panels has decreased, thus
increasing the feasibility of using solar water pumps.
(Foster and Cota, 2014). The price level for installing
PV off-grid systems in Kupang also decreased to the
level of 0.29-0.31 US$/kWh (Sinaga R et al. 2019).
Solar energy is the main variable for operating a SWP
(Nogueira et al, 2015); (Sinaga R and Beily, 2019);
(Sinaga R et al, 2019).
Several aspects of solar energy for SWP have
been studied in the literature. The advantage of DC
water pumps over AC is energy efficiency, while AC
has a longer life and high speed. Belgacem (2012).
stated that the efficiency of water pumps installed in
Tunisia is 20% to 30%. Wade and Short (2012).
Sinaga, R., Tanesab, J., Beily, M. and Sampeallo, A.
Performance Analysis of Monocrystalline and Polycrystalline Solar Photovoltaic for Solar Water Pump (SWP) System in Indonesia.
DOI: 10.5220/0010942600003260
In Proceedings of the 4th International Conference on Applied Science and Technology on Engineering Science (iCAST-ES 2021), pages 221-226
ISBN: 978-989-758-615-6; ISSN: 2975-8246
Copyright
c
2023 by SCITEPRESS Science and Technology Publications, Lda. Under CC license (CC BY-NC-ND 4.0)
221
optimized the linear actuator design for use as a water
pump system. The results show that the efficiency is
7.8%, and a supply current to the actuator of 6A.
The pump head has a significant effect on the
overall efficiency of the SWP system. Benghanem et
al. (2014), studied the effect of various pump heads
on the overall performance of the SWP system. This
study tested pump heads ranging from 50 m to 80 m.
The results of the analysis show that increasing the
pump head reduces the overall efficiency of the
system.
Figure 1 shows a schematic diagram of a common
SWP system consisting of a solar panel, a control
unit, a water pump and a tank. An important
parameter that also affects the performance of the
SWP system is the effective and efficient design of its
control system.
Figure 1: General schematic diagram of the SWP system
(Benghanem et al, 2014).
Campana et al. (2014), recommend a control system
that interacts between water supply and demand.
Supply the required amount of water appropriately by
managing the water supply taking into account water
and groundwater responses resulting in energy
optimization and water savings. Another control
system recommended by Salem et al. (2010) uses a
fuzzy management algorithm to control the
connection period between the solar panel, battery,
and water pump. The results of this study indicate that
by using the fuzzy management algorithm control
system, there is an increase in the use of water pumps
for more than 5 hours.
The design configuration of the SWP system has
been used, including the configuration of DC, AC,
and battery storage systems (Chandel et al, 2015);
(Susanto et al, 2018). Tukiman et al. (2013), have
tested the SWP system using a water pump 550W
220V AC. The test results show that at an altitude of
8 m, the water discharge reaches 3,000 liters/hour.
Priambodo et al. (2019), tested the SWP system using
a 45W12V DC water pump. The results show that at
the height of 4 m, the water discharge reaches 1,912
liters/hour. Sinaga R et al. (2020) have researched DC
SWP using a battery storage system supplied by
monocrystalline solar panels. This SWP system is
considered relatively expensive.
This research is a development of previous
research, especially in the design of the SWP system.
The novelty of this research is the design of the SWP
system with power supply through monocrystalline
and polycrystalline solar panels using the same
capacity to supply submersible water pumps, so that
a more efficient SWP system can be found to be
recommended to users, especially farmers in remote
villages. This SWP system is safer against electric
shock because it uses a DC system.
2 METHOD
2.1 Tools and Materials
The tools used in this study include 1) Digital
multimeter to measure voltage, 2) AC/DC digital
clamp meter to measure current, 3) Digital solar
power meter to measure solar radiation, 4)
Clinometer to measure the tilt angle of the Solar
Panel, 5) Water flow meter, to measure the volume of
water pumped.
The materials needed consist of 1) 2-units of
monocrystalline solar panels consisting of 100 Wp
and 50 Wp 2) 2-units of polycrystalline solar panels
consisting of 100 Wp and 50 Wp, 3) 1-unit DC
Submersible Water Pump 12 Volt, 4) 1-unit
Automatic Voltage Regulator (AVR) DC, 5) 1-unit
panel box with protection coponent and switching, 6)
1-unit metal structure for water tower 2.5 m, 7) 1-unit
water reservoir and 1-unit the water tank, 8) PVC
pipe, joints pipe, and pipe glue, 9) Ball valve, 10)
cables.
2.2 Data Collection Technique
The volume (V) of water pumped is measured using
a digital water flow meter. The difference between the
results of the current hour water volume measurement
and the previous hour reading is the water flow rate
(Q).
Solar radiation (SR) is measured using a solar
power meter. The solar energy produced is the
multiplication of solar radiation with the surface area
of the solar panels per hour. The solar panel energy
output is obtained by measuring the average voltage
and current of the solar panels per hour using a digital
iCAST-ES 2021 - International Conference on Applied Science and Technology on Engineering Science
222
multimeter and clamp meter. Meanwhile, the energy
consumed by the water pump is obtained by
measuring the average current and voltage per hour
on the water pump. The assembly scheme of the SWP
systems is presented in Figure 2.
1
3
4
5
6
1. Water Tank
2. Flow Meter
3. Water Pump
4. Valve
5. Panel: Switch, Fuse, and AVR
6. Photovoltaic Panel
2
1
Figure 2: Schematic assembly of the SWP systems.
2.3 Data Analysis Method
The data analysis method uses regression and
descriptive analysis to determine: 1) Curve of the
characteristics of solar radiation and the volume of
water pumped, 2) the effect of water flow rate and
energy consumed, 3) the effect of available energy
and consumed energy. Meanwhile, for the average
efficiency of each solar panel, it is obtained using
equation (1) (Nogueira et al, 2015):
ηpv =
ா௖
஺௘
100 (1)
Where ηpv is solar panel efficiency (%), Ec is the
energy consumed, and Ae is the available energy.
Pump efficiency is calculated using equation (3):
ηp =
୑୦ ଻ଷ଺
଻ହ
100 (2)
Where ηp is pump efficiency (%), Q is water flow
rate (m³L
-1
); Mh i the manometric height (m), U is the
water pump voltage (V), and I is the pump current
(A). The manometric height for the reservoir
geometric height of 2.5 m has a suction loss of 0.40
m and a discharge loss of 3.93 m, which is added up
to a manometric height of 6.83 m.
The global efficiency of the SWP system is
obtained from the efficiency of the solar panels and
the efficiency of the water pump, as in equation (4):
ηg =
஗୮୴ ஗୮
ଵ଴଴
(3)
Where ηg is global efficiency (%).
3 RESULTS
Monocrystalline 100Wp and 50Wp solar panels in
parallel to get sufficient current output to run DC
water pump. Likewise for polycrystalline solar
panels. The placement of the solar Panel arrangement
is presented in Figure 3. The structure of the tower
and reservoir in the SWP test is presented in Figure 2.
Figure 3: Monocrystalline (right) and polycrystalline (left)
solar panels.
SWP testing has been carried out on 26 and 27
July 2021 in Kupang Regency Indonesia. Results
show of the test SWP system used monocrystalline
and polycrystalline that the average volume of water
produced in 3 hours reaches 4,174 liters and 3,898
liters. The water volume and solar radiation curves
are presented in Figures 4 and 5.
In the monocrystalline system, every increase in
Ec 1 Wh, Q will increase by 5.2069 L/h. Regression
equation estimation model Q = 5.2069 Ec - 9.1113
with R
2
= 94.03%, meaning that 94.03 % Q is
influenced by Ec and 5.97% is influenced by other
variables. While in the polycrystalline system, every
increase in Ec 1 Wh, Q will increase by 4.981 L/h.
Regression equation estimation model Q = 4.981Ec -
8.9075 with R
2
= 95.10%, meaning that 95.10% Q is
influenced by Ec and 4.9% is influenced by other
variables. The wter flow rate and energy consumed
by the monocrystalline and polycrystalline systems
are presented in Figures 6 and Figure 7.
Performance Analysis of Monocrystalline and Polycrystalline Solar Photovoltaic for Solar Water Pump (SWP) System in Indonesia
223
Figure 4: Volume of water and solar radiation in
monocrystalline systems.
Figure 5: Volume of water and solar radiation in
polycrystalline systems.
In the monocrystalline system, every 1Wh increase in
Ae, then Ec will increase by 0.069 Wh. Regression
equation estimation model Ec = 0.069 Ae +0.7807. R
2
= 97.82%, its mean 97.82 % Ec is influenced by Ac
and 2.18% is influenced by other variables. Whereas
in the polycrystalline system, every 1 Wh increase in
Ae, then Ec will increase by 0.0673 Wh. The
estimation model of the regression equation Ec =
0.0673Ae + 0.0132. R
2
= 99.18%, meaning that
Figure 6: Water flow rate (Q) and energy consumed (Ec) by
the monocrystalline system.
Figure 7: Water flow rate (Q) and energy consumed (Ec) by
the polycrystalline system.
99.18% Ec is influenced by Ae and 0.82% is
influenced by other variables. The available energy
and the energy consumed are presented in Figures 8
and 9.
Based on equations (1), (2), and (3),
monocrystalline and polycrystalline systems: 1) the
average efficiency of solar panels is 6.87% and
6.73%. The average efficiency of the pumps is
33.85% and 32.34%. The global efficiency is 2.30%
and 2.17%.
Table 1: Efficiency of each panels and temperature range.
Solar Panels
Temperature (
o
C)
ƞ
Pa ne l s
(%) ƞ
Pump
(%) ƞ
Global
(%)
Monocrystalline 42-62 6.87 33.85 2.30%
Polycrystalline 50-60 6.73 32.34 2.17%
iCAST-ES 2021 - International Conference on Applied Science and Technology on Engineering Science
224
Figure 8: Energy available and energy consumed for
monocrystalline system.
Figure 9: Energy available and energy consumed for
polycrystalline system.
4 CONCLUSIONS
SWP system used monocrystalline and
polycrystalline that the average volume of water
produced in 3 hours reaches 4,174 liters and 3,898
liters
There is an effect of water flow rate (Q) and
energy consumed (Ec). The regression equation
estimation models for monocrystalline and
polycrystalline systems is Q = 5.2069 Ec - 9.1113 and
Q = 4.981Ec - 8.9075. There is an influence of
available energy and energy consumed. The
regression equation estimation models for
monocrystalline and polycrystalline systems is Ec =
0.069 Ae +0.7807.and Ec = 0.0673Ae + 0.0132.
The comparison of the efficiency of the SWP
system using monocrystalline and polycrystalline
solar panels is as follows: The average efficiency of
solar panels is 6.87% and 6.73%. The average
efficiency of the pumps is 33.85% and 32.34%. The
global efficiency is 2.30% and 2.17%. Thus, the more
efficient use of solar panels in the SWP system is
monocrystalline solar panels.
ACKNOWLEDGEMENTS
The authors would like to acknowledge the support of
the State Polytechnic of Kupang for financing
through the routine research program 2021.
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