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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