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SOLAR AIR COOLING SYSTEM WITH
FIBER BODY
Presented By: Samarth Sinha
Aditya Singh
Nitin Yadav
Guided By: Prof. Krunal Parikh
METHODOLOGY:
Research
survey
•Research
paper
•Patent search
Experimental
setup
•setup
Material
•Availability
•Compatibility
•cost
DOE •parameters
Experimental
result
•List of tables
•Charts
Result and
discussion
•Conclusion
WORK PLAN
July- Aug Sept- Oct Nov- Dec Jan- Feb March- April May- June
Literature
Review
Literature
Survey
Experimental
Setup
Test and
Comparison
Working
Model
Completion
Conclusion of
Project
FRP vs STEEL:
PROPERTY FRP COMPONENTS STEEL
CORROSION RESISTANCE Resists a broad range of chemicals
and unaffected by water
Subject to oxidation and corrosion
which otherwise requires galvanization
for many complications – a expensive
and difficult process.
STRENGTH Gram for Gram stronger than Steel and
aluminium
Compressive strength – 206.5MPa
(LW)
Flexural Strength – 206.5MPa (LW)
Yield Strength – 248.22MPa
Compressive Strength – 172.4 MPa
Higher tensile strength and higher
tensile modulus
WEIGHT Weights 25% of steels and 70% of
aluminium
Due to high weight often requires lifting
apparatus where it would not be require
for FRP, lowering costs
ELECTRICAL CONDUCTIVITY Non conductive Requires grounding due to high
conductivity
THERMAL
CONDUCTIVITY
Good insulator with low thermal
conductivity
0.04W/mK
Low thermal coefficient of
expansion
12.6 – 14.4 m/m/C *10^-6
Thermal conductivity
50.2 W/mK
Low thermal coefficient of
expansion
13.5 – 14.4 m/m/C *10^-6 K
IMPACT RESISTANCE Will not permanently deform under
impact
Can permanently deform
COST Lower installation costs, less
maintenance, longer product life
cause lower lifespan cost
Lower initial material costs
MANUFACTURE AND
FABRICATION
Can be easily manufactured, easy
of complex shapes, can be
fabricated with simple carpenters
tools. No torches or torches
required
Often requires welding and cutting
tools, with heavy equipment
requiring special processes.
REFERENCE: https://protector.com.au/the-match-up-frp-fibre-reinforced-polymers-vs-steel/
FRP vs WOOD:
REFERENCE: https://www.lamilux.com/hub/standards-and-terms/material-comparison-between-
wood-and-glass-fibre-reinforced-plastic.html
FRP vs ALUMINIUM:
PROPERTY FRP COMPONENTS ALUMINIUM
CORROSION RESISTANCE Resists a broad range of chemicals
and unaffected by water
Can cause galvanic corrosion
STRENGTH Gram for Gram stronger than Steel and
aluminium
Compressive strength – 206.5MPa
(LW)
Flexural Strength – 206.5MPa (LW)
Yield Strength – 241.325MPa
Compressive Strength – 120 MPa
Higher tensile strength and higher
tensile modulus
WEIGHT Weights 25% of steels and 70% of
aluminium
33% of the weight of steel
ELECTRICAL CONDUCTIVITY Non conductive Requires grounding due to high
conductivity
REFERENCE: https://protector.com.au/the-match-up-frp-fibre-reinforced-polymers-vs-steel/
THERMAL
CONDUCTIVITY
Good insulator with low thermal
conductivity
0.04W/mK
Low thermal coefficient of
expansion
12.6 – 14.4 m/m/C *10^-6
Thermal conductivity
25 W/mK
Low thermal coefficient of
expansion
23.4 m/m/C *10^-6 K
IMPACT RESISTANCE Will not permanently deform under
impact
Can permanently deform
COST Lower installation costs, less
maintenance, longer product life
cause lower lifespan cost
Part Price comparable to FRP
MANUFACTURE AND
FABRICATION
Can be easily manufactured, easy
of complex shapes, can be
fabricated with simple carpenters
tools. No torches or torches
required
Good Machineability
FRP vs IRON:
PROPERTY FRP IRON
RESISTANCE Material has high Impact
Resistance, hence doesn’t Crack
on Impact
Thermal Conductivity: 0.04 W/mK
Material is Brittle, hence easily
Cracks on Impact
Thermal Conductivity: 73 W/mK
PAINTING Self- Pigmented. No Painting is
required
Painting required at Regular
Intervals
CORROSION RESISTANCE Is Corrosion Resistant Corrosion is deposited after a
certain period of time
ELECTRICAL CONDUCTIVITY Non conductive Requires grounding due to high
conductivity
PRODUCTION Production is easy and is low risk Production process is very
complex and is risky as very high
temperature heating is done
INSTALLATION TIME Installation time is less because of
the good finishing of the Product
Installation time is more due to
improper finishing and complex
processes
WEIGHT FRP’s are low weight materials
because of the glass wool and
resin used in it
Compressive Strength: 206.5
Iron is a heavy material as it is
obtained from the casting of Iron
Compressive Strength: 612 Mpa
MAINTENANCE Will not permanently deform
under impact and hence
maintenance is not required
certainly
Can permanently deform and
hence proper maintenance is
required after an interval of time
COST SAVINGS Lower installation costs, longer
product life cause lower lifespan
cost
Higher costs in installation and
lower lifespan thus high lifespan
cost as compared to FRP
DESIGN FLEXIBILITY Can be easily manufactured,
ease of producing complex
shapes, can be fabricated with
simple tools.
Can be manufactured only by
using different metallurgy
process i.e. casting, etc
REFERENCE: https://www.aldfrp.com/News/Comparison-of-FRP-Pipe-and-ductile-iron-pipe-187.html
FRP vs HDPE: (High Density Polyethylene)
THERMOPLASTIC
Comparison of FRP with HDPE
Property FRP HDPE
Pricing
Installation cost,
maintenance, and cost over
life of the system considered
less.
Lower initial Cost
Thermal expansion and
contraction
Lower thermal expansion,
with 1/10thof the expansion
and contraction of HDPE
Thermal Conductivity: 0.04
W/mK
Higher expansion per degree
than FRP
Thermal Conductivity: 2.8
W/mK
Operating and Design
temperatures
FRPs mechanical properties
do not degrade until roughly
83-104.5
HDPE tends to lose its
mechanical properties
drastically at 22 degrees.
Becomes not recommended
when the temperature
exceeds 80 degrees.
Strength
Ultimate Stress = 110MPa
Compressive Strength: 206.5
Ultimate Stress = 23MPa
Compressive Strength: 28
REFERENCE: https://protector.com.au/battle-of-the-plastics-frp-fibre-reinforced-polymers-vs-hdpe/
Pressure Design
Designs at minimum a 6:1 ratio
in pressure situations
Lower safety factor in designs
causing extreme occasions to
be big issue for HDPE
Fabrication and Installation
Can be manufactured more
simply and on site, whereas
HDPE requires fabrication in
manufacturing plants in
complex processes
Can be manufactured to
smaller diameters with HDE
being quicker to produce
Modulus of Elasticity
Hoop Modulus = 27.58GPa
Axial Modulus = 12.4GPa
HDPE Modulus = 0.69GPa
HDPE has higher in ground
deflection and pipe bending.
Requires piping supports ni
some installations
Weight Density = 2000 kg/m3 Density = 970 kg/m3
Graph of Thermal Conductivity:
Graph of Compressive Strength:
Graph of Thermal Coefficient of Expansion:
MATERIALS:
Experimental
Setup:
Building a Solar
Powered Air
Cooling System by
using FRP instead
of Metal.
3-D DESIGN OF
SOLAR AIR
COOLING SYSTEM
WITH FRP BODY
Photographs of Working Progress of Project:
DESIGN DATA:
 Fan:
Type: Tube Axial Flow Fan
Dia: 360mm dia,
RPM: 1200 RPM
Velocity: 900 FPM
 Motor:
Power required: 0.5 HP
Power consumption: 0.37285 kW
 Pump:
Power required: 0.04 HP
Power consumption: 0.03 kW
 Tank:
Upto 180 litres storage capacity
Water Consumption: 2 litre per hour
Upto 9 days running capacity
Size: 900mm X 900mm X 200mm
 Eliminator:
Type: ‘C’ Type
Material: PVC
Size: 100mm Width
Life: Minimum 9 yrs
 Cellulose Pad:
Type: Honeycomb type
Material: Paper
Size: 450mm X 450mm X 200mm
Life: 4-5 yrs
 Air Filter:
Type: Box type
Size: 450mm X 450mm X 50mm
Capacity: 10 micron
 Solar Module:
Type: Polycrystalline
Size: 2000mm X 1000mm X 45mm
Capacity: 360 Watt
DESIGN CALCULATIONS:
 RELATIVE HUMIDITY:
According to energy.gov, Air cooler can reduce 5 to 15°F i.e. from -15°C to -12°C
So assuming the reduced temperature to be -9°C,
SAY, SURROUNDING TEMPERATURE To (Outside Temperature) = 45° C
REDUCED TEMPERATURE Ti (Inside Temperature) = 36° C
RELATIVE HUMIDITY:
E/Es
Where E: Actual Vapour Density
Es: Saturated Vapour Density
Es = 6.11 * 10(7.5 * 318/(237.7+318))
Es = 262.2341
E = 6.11*10(7.5*309/(237.7+309))
E= 259.007
RH = E/Es * 100 = 259.007/262.2342 * 100
= 98.7 % inside our Cooling System
 COEFFICIENT OF PERFORMANCE:
COP= POWER SUPPLIED TO FAN/ POWER DRAWN OUT OF HEAT PUMP
= 0.37285/0.099292331
= 3.755073491
DESIGN CALCULATIONS:
 STATIC PRESSURE:
Static Pressure Loses (mm per water gauge): 3 mmwg Eliminator, 5 mmwg Cellulose
Pad, 1 mmwg extra loss for space, ducting, etc. Thus total Static Pressure Loses= 9
mmwg. Thus our Static Pressure Loss is 9 mmwg and we have selected 10 mmwg as
per standard as we will increase the Static Pressure than suction and air pressure
will also be increased
 CELLULOSE PAD:
Approx 9 + 2° less as per standard
https://www.energy.gov/energysaver/evaporative-
coolers#:~:text=They%20can%20reduce%20the%20temperature,are%20now%20availa
ble%20as%20well.
 ELIMINATOR: ‘C-100’ as it has minimum Size and minimum Static Pressure Loss
 RELATIVE HUMIDITY INSIDE DEPARTMENT: 45 to 60 % will be there in the
Department as per standard
DESIGN CALCULATIONS:
 COOLING LOAD CALCULATIONS:
 Capacity: 1350 CFM
 GRILL:
 Quantity: 2
 Size: 250 X 300, 300 X 100
 Capacity: 650 CFM each
 Velocity: 830 FPM
 DUCT:
 Length: upto 7 M for 1350 CFM
 If we want to increase the length to pass the air in more area, CFM will reduce.
 Velocity: 1800 FPM
 Sq. metre: 6.37
 Sq. feet: 68.54
SCENARIO:THERE IS A OFFICE IN WHICH 4 PERSON ARE WORKING ON 4 PERSONAL
COMPUTERS.
COOLING AREA: UPTO 270 Sq Ft.
PERSON: 4
MACHINES: 4
AIR CHANGES: 31 (AS PER STANDARD)
AIR CHANGES = CAPACITY OF UNIT/VOLUME OF ROOM
31 = 2292/VOLUME
where, 1350 CFM = 2292 CMH
VOLUME OF ROOM = 73.93 cubic mt. at HEIGHT = 3.05 M
SO, AREA OF ROOM = VOLUME/HEIGHT = 24,2413 Sq mt
SIZE OF THE ROOM = 4.92 X 4.92 X 3.05 (In M)
CAPACITY OF UNIT:1350 CFM
VELOCITY OF DUCT: 1800 FPM
DUCT:
Sq ft.= 1350/1800
= 0.75 sq ft.
Sq ft. to sq. mt.
0.75/10.76
0.0697 sq. mt.
DRAFTING:
3D MODEL OF UNIT WITH DUCTING:
3D MODELLING:
REFERENCES:
 https://www.sciencedirect.com/science/article/pii/S2352484722001731
 https://www.ijsr.net/archive/v3i6/MDIwNjE0MDI=.pdf
 https://www.irjet.net/archives/V7/i2/IRJET-V7I2167.pdf
 https://www.irjet.net/archives/V7/i4/IRJET-V7I4835.pdf
 https://iarjset.com/wp-content/uploads/2020/12/IARJSET.2020.71113.pdf
 https://www.jetir.org/papers/JETIR1803216.pdf
 https://www.researchgate.net/publication/353296029_Study_of_fibers_applicati
on_in_construction_materials
 https://www.researchgate.net/publication/252332782_Potential_use_of_natural
_fiber_composite_materials_in_India
THANK YOU !!

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SOLAR AIR COOLING SYSTEM-3.pptx

  • 1. SOLAR AIR COOLING SYSTEM WITH FIBER BODY Presented By: Samarth Sinha Aditya Singh Nitin Yadav Guided By: Prof. Krunal Parikh
  • 2.
  • 4. WORK PLAN July- Aug Sept- Oct Nov- Dec Jan- Feb March- April May- June Literature Review Literature Survey Experimental Setup Test and Comparison Working Model Completion Conclusion of Project
  • 5. FRP vs STEEL: PROPERTY FRP COMPONENTS STEEL CORROSION RESISTANCE Resists a broad range of chemicals and unaffected by water Subject to oxidation and corrosion which otherwise requires galvanization for many complications – a expensive and difficult process. STRENGTH Gram for Gram stronger than Steel and aluminium Compressive strength – 206.5MPa (LW) Flexural Strength – 206.5MPa (LW) Yield Strength – 248.22MPa Compressive Strength – 172.4 MPa Higher tensile strength and higher tensile modulus WEIGHT Weights 25% of steels and 70% of aluminium Due to high weight often requires lifting apparatus where it would not be require for FRP, lowering costs ELECTRICAL CONDUCTIVITY Non conductive Requires grounding due to high conductivity
  • 6. THERMAL CONDUCTIVITY Good insulator with low thermal conductivity 0.04W/mK Low thermal coefficient of expansion 12.6 – 14.4 m/m/C *10^-6 Thermal conductivity 50.2 W/mK Low thermal coefficient of expansion 13.5 – 14.4 m/m/C *10^-6 K IMPACT RESISTANCE Will not permanently deform under impact Can permanently deform COST Lower installation costs, less maintenance, longer product life cause lower lifespan cost Lower initial material costs MANUFACTURE AND FABRICATION Can be easily manufactured, easy of complex shapes, can be fabricated with simple carpenters tools. No torches or torches required Often requires welding and cutting tools, with heavy equipment requiring special processes. REFERENCE: https://protector.com.au/the-match-up-frp-fibre-reinforced-polymers-vs-steel/
  • 7. FRP vs WOOD: REFERENCE: https://www.lamilux.com/hub/standards-and-terms/material-comparison-between- wood-and-glass-fibre-reinforced-plastic.html
  • 8. FRP vs ALUMINIUM: PROPERTY FRP COMPONENTS ALUMINIUM CORROSION RESISTANCE Resists a broad range of chemicals and unaffected by water Can cause galvanic corrosion STRENGTH Gram for Gram stronger than Steel and aluminium Compressive strength – 206.5MPa (LW) Flexural Strength – 206.5MPa (LW) Yield Strength – 241.325MPa Compressive Strength – 120 MPa Higher tensile strength and higher tensile modulus WEIGHT Weights 25% of steels and 70% of aluminium 33% of the weight of steel ELECTRICAL CONDUCTIVITY Non conductive Requires grounding due to high conductivity
  • 9. REFERENCE: https://protector.com.au/the-match-up-frp-fibre-reinforced-polymers-vs-steel/ THERMAL CONDUCTIVITY Good insulator with low thermal conductivity 0.04W/mK Low thermal coefficient of expansion 12.6 – 14.4 m/m/C *10^-6 Thermal conductivity 25 W/mK Low thermal coefficient of expansion 23.4 m/m/C *10^-6 K IMPACT RESISTANCE Will not permanently deform under impact Can permanently deform COST Lower installation costs, less maintenance, longer product life cause lower lifespan cost Part Price comparable to FRP MANUFACTURE AND FABRICATION Can be easily manufactured, easy of complex shapes, can be fabricated with simple carpenters tools. No torches or torches required Good Machineability
  • 10. FRP vs IRON: PROPERTY FRP IRON RESISTANCE Material has high Impact Resistance, hence doesn’t Crack on Impact Thermal Conductivity: 0.04 W/mK Material is Brittle, hence easily Cracks on Impact Thermal Conductivity: 73 W/mK PAINTING Self- Pigmented. No Painting is required Painting required at Regular Intervals CORROSION RESISTANCE Is Corrosion Resistant Corrosion is deposited after a certain period of time ELECTRICAL CONDUCTIVITY Non conductive Requires grounding due to high conductivity PRODUCTION Production is easy and is low risk Production process is very complex and is risky as very high temperature heating is done INSTALLATION TIME Installation time is less because of the good finishing of the Product Installation time is more due to improper finishing and complex processes
  • 11. WEIGHT FRP’s are low weight materials because of the glass wool and resin used in it Compressive Strength: 206.5 Iron is a heavy material as it is obtained from the casting of Iron Compressive Strength: 612 Mpa MAINTENANCE Will not permanently deform under impact and hence maintenance is not required certainly Can permanently deform and hence proper maintenance is required after an interval of time COST SAVINGS Lower installation costs, longer product life cause lower lifespan cost Higher costs in installation and lower lifespan thus high lifespan cost as compared to FRP DESIGN FLEXIBILITY Can be easily manufactured, ease of producing complex shapes, can be fabricated with simple tools. Can be manufactured only by using different metallurgy process i.e. casting, etc REFERENCE: https://www.aldfrp.com/News/Comparison-of-FRP-Pipe-and-ductile-iron-pipe-187.html
  • 12. FRP vs HDPE: (High Density Polyethylene) THERMOPLASTIC Comparison of FRP with HDPE Property FRP HDPE Pricing Installation cost, maintenance, and cost over life of the system considered less. Lower initial Cost Thermal expansion and contraction Lower thermal expansion, with 1/10thof the expansion and contraction of HDPE Thermal Conductivity: 0.04 W/mK Higher expansion per degree than FRP Thermal Conductivity: 2.8 W/mK Operating and Design temperatures FRPs mechanical properties do not degrade until roughly 83-104.5 HDPE tends to lose its mechanical properties drastically at 22 degrees. Becomes not recommended when the temperature exceeds 80 degrees. Strength Ultimate Stress = 110MPa Compressive Strength: 206.5 Ultimate Stress = 23MPa Compressive Strength: 28
  • 13. REFERENCE: https://protector.com.au/battle-of-the-plastics-frp-fibre-reinforced-polymers-vs-hdpe/ Pressure Design Designs at minimum a 6:1 ratio in pressure situations Lower safety factor in designs causing extreme occasions to be big issue for HDPE Fabrication and Installation Can be manufactured more simply and on site, whereas HDPE requires fabrication in manufacturing plants in complex processes Can be manufactured to smaller diameters with HDE being quicker to produce Modulus of Elasticity Hoop Modulus = 27.58GPa Axial Modulus = 12.4GPa HDPE Modulus = 0.69GPa HDPE has higher in ground deflection and pipe bending. Requires piping supports ni some installations Weight Density = 2000 kg/m3 Density = 970 kg/m3
  • 14. Graph of Thermal Conductivity:
  • 15. Graph of Compressive Strength:
  • 16. Graph of Thermal Coefficient of Expansion:
  • 18. Experimental Setup: Building a Solar Powered Air Cooling System by using FRP instead of Metal.
  • 19. 3-D DESIGN OF SOLAR AIR COOLING SYSTEM WITH FRP BODY
  • 20. Photographs of Working Progress of Project:
  • 21. DESIGN DATA:  Fan: Type: Tube Axial Flow Fan Dia: 360mm dia, RPM: 1200 RPM Velocity: 900 FPM  Motor: Power required: 0.5 HP Power consumption: 0.37285 kW  Pump: Power required: 0.04 HP Power consumption: 0.03 kW  Tank: Upto 180 litres storage capacity Water Consumption: 2 litre per hour Upto 9 days running capacity Size: 900mm X 900mm X 200mm  Eliminator: Type: ‘C’ Type Material: PVC Size: 100mm Width Life: Minimum 9 yrs  Cellulose Pad: Type: Honeycomb type Material: Paper Size: 450mm X 450mm X 200mm Life: 4-5 yrs  Air Filter: Type: Box type Size: 450mm X 450mm X 50mm Capacity: 10 micron  Solar Module: Type: Polycrystalline Size: 2000mm X 1000mm X 45mm Capacity: 360 Watt
  • 22. DESIGN CALCULATIONS:  RELATIVE HUMIDITY: According to energy.gov, Air cooler can reduce 5 to 15°F i.e. from -15°C to -12°C So assuming the reduced temperature to be -9°C, SAY, SURROUNDING TEMPERATURE To (Outside Temperature) = 45° C REDUCED TEMPERATURE Ti (Inside Temperature) = 36° C RELATIVE HUMIDITY: E/Es Where E: Actual Vapour Density Es: Saturated Vapour Density Es = 6.11 * 10(7.5 * 318/(237.7+318)) Es = 262.2341 E = 6.11*10(7.5*309/(237.7+309)) E= 259.007 RH = E/Es * 100 = 259.007/262.2342 * 100 = 98.7 % inside our Cooling System  COEFFICIENT OF PERFORMANCE: COP= POWER SUPPLIED TO FAN/ POWER DRAWN OUT OF HEAT PUMP = 0.37285/0.099292331 = 3.755073491
  • 23. DESIGN CALCULATIONS:  STATIC PRESSURE: Static Pressure Loses (mm per water gauge): 3 mmwg Eliminator, 5 mmwg Cellulose Pad, 1 mmwg extra loss for space, ducting, etc. Thus total Static Pressure Loses= 9 mmwg. Thus our Static Pressure Loss is 9 mmwg and we have selected 10 mmwg as per standard as we will increase the Static Pressure than suction and air pressure will also be increased  CELLULOSE PAD: Approx 9 + 2° less as per standard https://www.energy.gov/energysaver/evaporative- coolers#:~:text=They%20can%20reduce%20the%20temperature,are%20now%20availa ble%20as%20well.  ELIMINATOR: ‘C-100’ as it has minimum Size and minimum Static Pressure Loss  RELATIVE HUMIDITY INSIDE DEPARTMENT: 45 to 60 % will be there in the Department as per standard
  • 24. DESIGN CALCULATIONS:  COOLING LOAD CALCULATIONS:  Capacity: 1350 CFM  GRILL:  Quantity: 2  Size: 250 X 300, 300 X 100  Capacity: 650 CFM each  Velocity: 830 FPM  DUCT:  Length: upto 7 M for 1350 CFM  If we want to increase the length to pass the air in more area, CFM will reduce.  Velocity: 1800 FPM  Sq. metre: 6.37  Sq. feet: 68.54
  • 25. SCENARIO:THERE IS A OFFICE IN WHICH 4 PERSON ARE WORKING ON 4 PERSONAL COMPUTERS. COOLING AREA: UPTO 270 Sq Ft. PERSON: 4 MACHINES: 4 AIR CHANGES: 31 (AS PER STANDARD) AIR CHANGES = CAPACITY OF UNIT/VOLUME OF ROOM 31 = 2292/VOLUME where, 1350 CFM = 2292 CMH VOLUME OF ROOM = 73.93 cubic mt. at HEIGHT = 3.05 M SO, AREA OF ROOM = VOLUME/HEIGHT = 24,2413 Sq mt SIZE OF THE ROOM = 4.92 X 4.92 X 3.05 (In M)
  • 26. CAPACITY OF UNIT:1350 CFM VELOCITY OF DUCT: 1800 FPM DUCT: Sq ft.= 1350/1800 = 0.75 sq ft. Sq ft. to sq. mt. 0.75/10.76 0.0697 sq. mt.
  • 28. 3D MODEL OF UNIT WITH DUCTING:
  • 30. REFERENCES:  https://www.sciencedirect.com/science/article/pii/S2352484722001731  https://www.ijsr.net/archive/v3i6/MDIwNjE0MDI=.pdf  https://www.irjet.net/archives/V7/i2/IRJET-V7I2167.pdf  https://www.irjet.net/archives/V7/i4/IRJET-V7I4835.pdf  https://iarjset.com/wp-content/uploads/2020/12/IARJSET.2020.71113.pdf  https://www.jetir.org/papers/JETIR1803216.pdf  https://www.researchgate.net/publication/353296029_Study_of_fibers_applicati on_in_construction_materials  https://www.researchgate.net/publication/252332782_Potential_use_of_natural _fiber_composite_materials_in_India