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Technical Design and Economic Assessment of Building Integrated PV Systems: A Case Study of a Solar...
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Technical Design and Economic Assessment of Building Integrated PV
Systems: A Case Study of a Solar Pumping System
for the ICT Building in M.U.S.T.
R. C. Pallugna, C.L.Y. Cabangbang, C.R.N. Bibiano, N.D. Caliao, PhD
Mindanao University of Science and Technology
ABSTRACT
In an effort to evaluate the comparison of renewable energy investment and the cost of the
electric utility after 25 years, a study for the economic merits of a solar PV integrated in buildings is
conducted for the Mindanao University of Science and Technology (MUST) specifically at ICT
building. The cost of the system and the price of the electric utility are also presented in the paper.
Solar photovoltaic (PV) integrated in the building could take part in a critical role as an alternative
way of energy and electricity demand.
Keywords: Solar Pump, PV system, Life CycleCost, Economic Comparison, System
Efficiency
1. Introduction
Two of the most important necessities to
human life in the modern cities are water and
electricity. Although water is free, energy is
needed to make it available for use. Mainly it is
electrical energy that is used to draw and
supply water. But, today, electricity is getting
expensive, and so the cost of water is also
getting higher. However, the Sun, through
solar PV technologies, can be used generate
electricity to supply water. Solar energy is
free, clean, and sufficient and solar PV
technologies are getting cheaper and more
available [1].
The Philippines, being a tropical country
has an abundant source of solar energy with
an average irradiance of 4.9 kilowatt-hours
per square meter per day [2].
This paper describes the process of
designing a solar PV water pumping system
for the Information and Communications
Technology (ICT) building of Mindanao
University of Science and Technology (MUST)
and of evaluating its economic merits in
comparison to the cost electric utility during
its life-span of 25 years. The PV system would
supply power to the existing water pump
during the day, and which would be supplied
by the utility at night or when solar power
cannot.
2. Methodology
The methodology of this research
involves data collection of both the energy
demand of the load and the available solar
energy of the site, the sizing and determining
the PV system output and the computation of
its net present value (NPV) to assess its
economic value.2.1 Data Collection: The data gathered
mainly involved water requirements and availablesolar energy.
2.11 Water Requirements:
Water User Information: ICT is a 4-storey
school building with 15 class rooms each with acapacity of 42 students each. It has also 12
computer rooms, one conference room, 4 offices,and 8 rest rooms. It is located at the eastern part of
MUST. Water from water utility flows to a 150,000
gallon underground storage tank and is thenpumped to 2x1000 gallon tanks at the top of the
building and from there, by gravity, flows to the 8
rest rooms, two, at each floor of the building [3].
Water Use Information: Pump starts andstops were timed and recorded from 7:00am to
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5:00 pm for the whole week during regular school
days. The data gathered are shown in table 1 and
the graph is shown in Figure 1. From these it was
computed that the average water requirements for
the ICT building is around 30,500 gallons per dayand with the highest at around 32,000 gallons per
day. These are based on the average pump hours
of 7.2 hours and longest pump hours of 7.5 hours
and the pump rate of 70.5 gallons per minute
respectively.
Table 1: Pump Hours per dayTime (*) Monday Tuesday Wednesday Thursday Friday Saturday
7:00-8:00 26 min 23 min 23 min 20 min 18 min 16 min
8:00-9:00 42 min 37 min 40 min 41 min 47 min 51 min
9:00-10:00 39 min 41 min 37 min 50 min 44 min 46 min
10:00-11:00 39 min 32 min 41 min 47 min 39 min 48 min
11:00-12:00 51 min 48 min 57 min 48 min 47 min 45 min
12:00-1:00 60 min 60 min 60 min 60 min 60 min 60 min
1:00-2:00 50 min 47 min 51 min 53 min 49 min 41 min
2:00-3:00 42 min 44 min 47 min 42 min 52 min 38 min
3:00-4:00 40 min 39 min 40 min 45 min 51 min 35 min
4:00-5:00 45 min 46 min 43 min 39 min 43 min 30 min
10 hrs 7.2 hrs 7.0 hrs 7.3 hrs 7.4 hrs 7.5 hrs 6.8 hrs
The values of the y-axis of Figure 1 are
minutes, the length of time the pump runs in one
hour. The graph shows that the highest
requirement is between 12:00 noon to 1:00 p.m.,
with the pump running for 60 minutes, or 1 hour.
0
10
20
30
40
50
60
70
Monday
Tuesday
Wednesday
Thursday
Friday
Saturday
Figure 1: Graph of Pump hours showing peak usage isbetween 12:00 Noon to 1:00 p.m.
A watt-hour meter was also used to
measure the energy consumed by the pump for 1
month, between December 15, 2010 to January 25,
2011. Figure 2 shows the pump consumes an
average of around 30 kilowatt-hours for 1 month.
Figure 2: Energy consumption of water pump
Pump Information: The pump used is a 5
horse power (4kw), 3-Phase, 220 volts, 60 Hz,centrifugal pump with a 70.5 gallons per minute
flow rate.
2.12 Available Solar Energy:
In the Philippines, solar energy resources,
known as INSOLATION or incident solar radiation,varies from 5.0 to 6.5 Kwh/m2/day during dry
season (March May) and 3.0 to 5.5 Kwh/m2/day
during wet season (November-January) [2]. In this
study the lowest available solar energy was used
so that the pump could still run at times when theenergy available is at its lowest.
2.2 Sizing of PV System Components
Sizing of PV system components includes
the number and size of array, sizing and choice of
inverter, wiring and switching system.
PV array sizing: The sizing of PV array
depends on the power requirement of the load and
the available solar energy. The power requirement
of the load (PR) was computed using the pumphours and measured using the kilowatt hour
meters. The available solar energy (Hd) is taken
from the data of the grid-connected PV-plant in the
city owned by CEPALCO.
The required rated array power (PR) is
given by the formula [4]:
(1 )(1 )
STCR P
d p inv p c
IP E
H =
(1)
[1 ( )]P R P c r T T = (2)
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20(219 832 )
800c a t
NOCTT T K
= + (3)
Dt
O
HK
H= (4)
WherePE (30kwh/day) is the power
demand,STCI is the irradiance at standard
condition equal to 1kw/m2,dH is the monthly
average daily solar radiation on the horizontal
surface equal to 4.05 kwh/m2/day, p is the array
efficiency equal to 92.3%, R is the PV module
efficiency of 13.3%, P is the module temperaturecoefficient of -0.485,
cT is related to aT , rT is the
reference temperature of 25 degrees C, tK is the
clearness index,O
H is the monthly average daily
solar radiation on the horizontal surface,inv
is the
inverter efficiency equal to 85%, p is the dirt and
dust losses equal to 10%,c is the wire and
electrical component losses equal to 2%.
2
2(30 / )(1 / )
(4.05 / / )(0.923)(0.90)(0.98)R kwh day kw mP
kwh m day=
= 9099 Watts
The number of Modules (No) is given by
RO
STC
PN
P= =
9099
170= 54 modules
Each module occupies an area of 1.3
square meters and the whole the array occupies
73 square meters. The PV modules to be used areSHARP NE-170UC1 [5]
Table 2: PV module SHARP NE-170UC1 characteristicsB rand Tech- MaxP ower I V Temp NOCT Eff Area/ price
nology (Pstc) (A) (V) coeff . (deg C) (r)))) module (Php)
SHARP Poly-si 170 W 5 35.4 -0.485 47.5 13.3 1.3 23,600
The array configuration is dependent on
commercially available solar inverters. The
modules would be connected nine modules in
series and six modules in parallel. The nine
modules in series would give the system voltage of
9x34.5 =310.5 DC volts and a current of 6x5= 30A
DC.
The PV System would be mounted on the
roof at an inclination of 8.4 degrees due south,corresponding to the latitude of Cagayan de Oro
City, on portion of the roof above the machine
room, which has an area 84.3 square meters for
the array. The front side of ICT is oriented 8
degrees south-east, adjusted to an inclination of
8.4 degrees due south which makes it almostdirectly under the path of the sun. Below is a
perspective of the ICT building with a raisedportion on the rooftop as the proposed location for
mounting the PV modules:
Figure 3: Perspective view of the ICT building
Sizing the inverter: The nominal system
power is 56x170 = 9520 watts, which is the
product of the number of modules multiplied bythe power of each module. The array current is
equal to current per module times the number of
modules in parallel or 5x6 = 30 amperes.
The inverter would be AURORAPhotovoltaic Inverter model PVI-10.0-OUTD. This
is a 10KW, 220VAC, 3 Phase inverter [6].Magnetic Contactors or solid state relays of
the same rating with the inverter should be usedto switch the pump to or from the PV system or to
or from the utility
2.3. Economic Comparison
This is a comparison between the cost
of electricity from the utility in comparison
with the electricity generated from the PV
system to pump water. This is done by
comparing their present value for 25 years,
the life-span of the PV system
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The present value of all the monthly
energy savings, less its operation and
maintenance expenses, of the pump when
using solar energy is brought to the present
time and compared to the present value of the
entire project cost using the formula
(1 ) 1
(1 )
n
n
iP A
i i
+ =
+
where:
P= Present Value
A= Annuity
i= rate (10%)
n= number of years (25)
The results are shown in Table 3 and
Table 4. In this study, U.S. dollar to peso
conversion rate is 45.
Table 3: Balance of system Cost [2]Component Unit price Cost
USD Php
Inverter 4,780.00 430,200.00
contactors 140.0 12,600.00
Mountings(per watt) 1.00 450,000.00
Wirings, etc(per watt) 0.75 337,500.00Labor(per watt) 0.75 337,500.00
Permits(per watt) 0.25 112,500.00
BOS Cost 1,680,300.00
Module Cost 472.0 1,146,960.00
TOTAL COST 2,827,260.00
Table 4: Graph of the economic comparison of
utility versus PV generated energyEconomic Comparison
Annual Utility Cost (AUC) 109,500.00
Present Val of AUC (i=10%) 1,186,400.30
Total Project Cost 2,827,260.00
NPV (negative) (1,640,859.70)
3. Results and Conclusion
Although PV technologies are available
and their prices going down, but up until
today, based on the economic evaluation, the
net present value (NPV) is negative, which
means that at present it is still too expensive
to apply PV system for pumping applications
for the ICT building.
4. References:
[1] The Cost Of Installed Solar PhotovoltaicSystems Drops Significantly Over The Last
Decade, http://www.sciencedaily.com
/releases/2009/02/090219152130.htm
[2] C.D. Gozon, Buy Back Power on Grid
Connected Residential PV Undergrad Thesis,
MUST, 2011
[3] R.D. Galua, Proposed Four Storey School
Building Infrastructure Planning and
Development Office, Mindanao University of
Science and Technology
[4] Clean Energy Project Analysis: Basics of Solar
Energy, www.retscreen.net
[5] http://www.ecodirect.com/Sharp-NE-
170UC1-170-Watt-Solar-Panel-p/sharp-ne-170uc1.html
[6] Power-one, 10kW Aurora inverter,http://www.solacity.com