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International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 06 Issue: 04 | Apr 2019 www.irjet.net p-ISSN: 2395-0072
© 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 4928
Design and Fabrication of Wind and Solar Hybrid Power Plant
Mayank Chaturvedi1, Manish Singh2, Anagha Chavan3, Nikhil Sawant 4, Filina Jacob5, Shruti
Vedpathak6
1,2,3,4,5B.E. UG Student, Dept. of Mechanical Engineering, Dr. D. Y. Patil Institute of Technology, Pimpri-411018,
Maharashtra, India
6Assistant Proffesor, Dept. of Mechanical Engineering, Dr. D. Y. Patil Institute of Technology, Pimpri-41108,
Maharashtra, India
---------------------------------------------------------------------***----------------------------------------------------------------------
Abstract - Wind turbines are considered to be only 59 %
efficient (Ref :Betz, law) , and more over with large rotors a
large area wake formations meansthatspacingbetweentwo
turbines has to be kept very large , hence the conventional
method of wind power generation has to thought of again
with an innovative approach. The VAWT withvortexturbine
is one such concept that uses the principle of generating an
added vortex using a set of two vortex generatorsinorderto
improve the performance of the turbine Project work will
include the design and development of a vortex chambers
using unigraphics and to make a scaled working model
using 3- d modelling that will demonstrate electricity
generation and testing will be done on the same to
determine the effect of wind speed on , turbine speed ,
voltage , current and power generated by the model.
Key Words: Vortex chamber, Wind turbine, Unigraphics,
efficient, Innovative.
1. INTRODUCTION
Fluid-structure interaction problems are multi-physics
problems where a fluid interacts with a deformable solid
body exerting forces on it. These forces deform the solid
body, which modifies the fluid flow as it moves. This kind of
interaction is highly complex and different interesting
physical phenomena arise. One of them the vortex induced
vibrations (VIV), that are vibrations in the solid body
resulting from the synchronization of the vortex shedding
frequency and the natural frequencies of vibration of the
structure through the socalledlock-ineffect.Thisinteresting
phenomenon has beeninvestigatedalongyearsandhasbeen
recently used to design new wind energygenerators,like the
proposed by Vortex-Bladeless. Vortex-Bladeless [1] is a
Spanish SME whose objective is to develop a new concept of
wind turbine without blades called Vortex or vorticity wind
turbine, that uses the VIV. The vortex design aims to
eliminate or reduce many of the existing problems in
conventional generators and represents a new paradigm of
wind energy. It is morphologically simple anditiscomposed
of a single structural component, so its manufacturing,
transport, storage and installation have clear advantages.
The new wind turbine design has no bearings, gears,
etcetera, so the maintenance requirements could be
drastically reduced and their lifespan is expected to be
higher than traditional wind turbines. In the development of
this new device, it is of prime importance to be able to test
different geometrical configurations, operation conditions
and to have energy production predictions. However, it is
very hard and expensive to get all this information only
through experimental test and devices. It is therefore
desirable to have a numerical tool that can help and provide
guidance in the design, and giveuseful informationaboutthe
operation of the device.
2. PROBLEM STATEMENT
1. The Horizontal wind turbines are large in size, difficult to
manufacture, more material required and need to place at
long distances hence need more area.
2. We are the Fourth Largest consumer of electricity and we
need to cutdown the usage of fossil fuels in electricity
generation.
3.The flat blades turbine isgivinglessefficiencyandconstant
angle couldn’t give us proper blade speed, so we can change
the angle of blade for different wind speed.
3. OBJECTIVES
1. To Analyze blade design.
2. To Calibrate P.V panel.
3. To Test power generations using solar P.V and spiral wind
turbine separately.
4. To Fabricate and test hybrid spiral wind turbine at
different locations and determining the generated power
density.
5. To determine the economic feasibility of the project.
4. COMPONENTS
The components in hybrid power plant are: -
4.1. Vortex Chamber
It is the part that helps to utilise the inner area of the
turbine. More wind can be trapped in the middle part of the
turbine.
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 06 Issue: 04 | Apr 2019 www.irjet.net p-ISSN: 2395-0072
© 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 4929
4.2. Vane Holder
They are the parts that mounts the vanes between them.
There are two vane holders one on top and one at bottom.
These mount the vane and helps to give it specific angle.
4.3. DC Generator
This is the component that converts Mechanical work to
the electrical energy. The mechanical work produced by
turbine is converted to DC electric current.
4.4. Solar Panel
Solar panel is a device that works on Sunrays. It converts
Solar energy into electric current. Solar Panel is a semi-
conductor device.
5. DESIGN CALCULATIONS
5.1. Design of Main Shaft
MATERIAL SELECTION
According to ASME code permissible values of shear stress
may be calculated form various relation.
= 0.18 x 400
= 72 N/mm2
fs max = 0.3 fyt
=0.3 x 320 =96 N/mm
considering minimum of the above values;
 fs max = 144 N/mm2
Shaft is provided with key way; this will reduce its
strength. Hence reducing above value of allowable stress by
25%
 fs max = 108 N/mm2
This is the allowable value of shear stress that can be
induced in the shaft material for safe operation.
TO CALCULATE ROTOR SHAFT TORQUE
POWER = 2  NT
60
MAX POWER IN WIND @ 80 KMPH 90 watt power, run at
8000 rpm,
Hence input to rotor shaft = 8000 rpm
 T = 60 x P
2 x  x N
= 60 X 90
2 X  X 8000
 T = 0.107N-m
 Tdesign = 0.107 N-m
CHECK FOR TORSIONAL SHEAR FAILURE OF SHAFT.
Assuming minimum section diameter on input shaft = 6 mm
 d = 6 mm
Td = /16 x fs act x d3
 fs act = 16 x Td
 x d 3
= 16 x 0.107x 10 3 X 14
 x (142 - 8.82)
 fsact = 64.5 N/mm2
As fsact < fs all
 I/P shaft is safe under torsional load
5.2. DESIGN OF DYNAMO COUPLER SHAFT
MATERIAL SELECTION: - Ref: - PSG (1.10 & 1.12) + (1.17)
DESIGNATION ULTIMATE
TENSILE
STRENGTH
N/mm2
YEILD
STRENGTH
N/mm2
EN 24
800 680
According to ASME code permissible values of shear stress
may be calculated form various relation.
= 0.18 x 800
= 144 N/mm2
OR
DESIGNATION ULTIMATE
TENSILE
STRENGTH
N/mm2
YEILD
STRENGTH
N/mm2
AL
400 320
International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056
Volume: 06 Issue: 04 | Apr 2019 www.irjet.net p-ISSN: 2395-0072
© 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 4930
fs max = 0.3 fyt
=0.3 x 680 =204 N/mm
considering minimum of the above values
 fs max = 144 N/mm2
Shaft is provided with tapped clamping hole; this will redu
 fs max = 108 N/mm2
This is the allowable value of shear stress that can be
induced in the shaft material for safe operation.
 T design = 0.107 N-m
CHECK FOR TORSIONAL SHEAR FAILURE OF SHAFT.
Assuming minimum section diameter on shaft = 6 mm
 d = 6 mm
Td = /16 x fs act x d3
 fs act = 16 x Td
 x d 3
= 16 x0. 107 x 10 3
 x (6) 3
 fsact = 2.52 N/mm2
As fsact < fsall
 shaft is safe under torsional load
5.3. Design of Shaft Bearing
BALL BEARING SELECTION
Series 60
ISI
NO
Brg
Basic
Design
No
(SKF)
d D1 D D2 B Basic capacity
C kgf Co
Kgf
15A
C02
6002 15 17 32 30 9 2550 4400
P = X Fr + Yfa.
Where ;
P=Equivalent dynamic load(N)
X=Radial load constant
Fr= Radial load(H)
Y = Axial load contact
Fa = Axial load (N)
In our case;
Radial load FR= T1 +T2=
Fa = 0
P= 140.4 N
L= (C/p) p
Considering 4000 working hours
L = 60 n L h = 336 mrev
106
 336 = ( C / 140.4 ) 3
 C = 976 N
AS; required dynamic of bearing is less than the rated
dynamic capacity of bearing ;
 Bearing is safe.
3. CONCLUSIONS
1. In this study, a vertical axis wind turbine was fabricated.
The reason for choosing VAWT was its ability to generate
power at lower wind speeds.
2. The testing of the VAWT was doneatvariouslocationsand
was thus concluded that the setup was useful for power
generation.
3. Most of the areas in India have low to medium wind
speeds, hence to cater the needs of electric power for
domestic use, VAWT are more suitable. This turbine of
smaller capacity coupledwithefficient electricgenerator can
be installed in rural and urban areas for electric generation.
This study essentially gives better design of VAWT for low
wind speed application.
4. India which is facing a massive power crunch should
urgently put together a comprehensive policy and
regulations to fast forward the growth in this sector.
REFERENCES
[1] Normatmosphaere. Deutsches Institut Fuer Normung,
DIN ISO 2533, 1979.
[2] IEC 61400: Wind turbines, part 12, power performance
measurements of electricity producing wind turbines.
International Electrotechnical Commission, IEC 61400-
12-1 Ed.2005-12, 2005.
[3] H.Mueller-Vahl, G. Pechlivanoglou, C.N. Nayeri, and C.O.
Paschereit. Vortex generators forwindturbineblades:A
combined wind tunnel and wind turbine parametric
study. In Proceedings of ASME IGTI Turbo Expo 2012
ASME/IGTI June 11 -15, 2012, Copenhagen, Denmark.
ASME, 2012.
[4] G. Pechlivanoglou, S. Fuehr, C.N. Nayeri, and C.O.
Paschereit. The effect of distributed roughness on the
power performance of wind turbines. In Proceedings of
ASME IGTI Turbo Expo 2010 ASME/IGTI June 14 -18,
2010, Glasgow, Scotland, UK. ASME, 2010.
[5] G. Pechlivanoglou, C.N. Nayeri,andC.O.Paschereit.Fixed
leading edge auxiliary wing as a performanceincreasing
device for hawt blades. In DEWEK 2011. DEWI, 2010.
[6] G. Pechlivanoglou, C.N. Nayeri, and C.O. Paschereit.
Performance optimization of wind turbine rotors with
active flow control. In Proceedings of ASME IGTI Turbo
Expo 2011 ASME/IGTI June 6 -10, 2011, Vancouver,
Canada. ASME, 2010.
[7] G. Weinzierl, G. Pechlivanoglou, C.N. Nayeri, and C.O.
Paschereit. Performance optimization of wind turbine
rotors with active ow control, part 2: Active aeroelastic
simulations. In Proceedings of ASME IGTI Turbo Expo
2012 ASME/IGTI June 11 -15, 2012, Copenhagen,
Denmark. ASME, 2012.

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IRJET- Design and Fabrication of Wind and Solar Hybrid Power Plant

  • 1. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 04 | Apr 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 4928 Design and Fabrication of Wind and Solar Hybrid Power Plant Mayank Chaturvedi1, Manish Singh2, Anagha Chavan3, Nikhil Sawant 4, Filina Jacob5, Shruti Vedpathak6 1,2,3,4,5B.E. UG Student, Dept. of Mechanical Engineering, Dr. D. Y. Patil Institute of Technology, Pimpri-411018, Maharashtra, India 6Assistant Proffesor, Dept. of Mechanical Engineering, Dr. D. Y. Patil Institute of Technology, Pimpri-41108, Maharashtra, India ---------------------------------------------------------------------***---------------------------------------------------------------------- Abstract - Wind turbines are considered to be only 59 % efficient (Ref :Betz, law) , and more over with large rotors a large area wake formations meansthatspacingbetweentwo turbines has to be kept very large , hence the conventional method of wind power generation has to thought of again with an innovative approach. The VAWT withvortexturbine is one such concept that uses the principle of generating an added vortex using a set of two vortex generatorsinorderto improve the performance of the turbine Project work will include the design and development of a vortex chambers using unigraphics and to make a scaled working model using 3- d modelling that will demonstrate electricity generation and testing will be done on the same to determine the effect of wind speed on , turbine speed , voltage , current and power generated by the model. Key Words: Vortex chamber, Wind turbine, Unigraphics, efficient, Innovative. 1. INTRODUCTION Fluid-structure interaction problems are multi-physics problems where a fluid interacts with a deformable solid body exerting forces on it. These forces deform the solid body, which modifies the fluid flow as it moves. This kind of interaction is highly complex and different interesting physical phenomena arise. One of them the vortex induced vibrations (VIV), that are vibrations in the solid body resulting from the synchronization of the vortex shedding frequency and the natural frequencies of vibration of the structure through the socalledlock-ineffect.Thisinteresting phenomenon has beeninvestigatedalongyearsandhasbeen recently used to design new wind energygenerators,like the proposed by Vortex-Bladeless. Vortex-Bladeless [1] is a Spanish SME whose objective is to develop a new concept of wind turbine without blades called Vortex or vorticity wind turbine, that uses the VIV. The vortex design aims to eliminate or reduce many of the existing problems in conventional generators and represents a new paradigm of wind energy. It is morphologically simple anditiscomposed of a single structural component, so its manufacturing, transport, storage and installation have clear advantages. The new wind turbine design has no bearings, gears, etcetera, so the maintenance requirements could be drastically reduced and their lifespan is expected to be higher than traditional wind turbines. In the development of this new device, it is of prime importance to be able to test different geometrical configurations, operation conditions and to have energy production predictions. However, it is very hard and expensive to get all this information only through experimental test and devices. It is therefore desirable to have a numerical tool that can help and provide guidance in the design, and giveuseful informationaboutthe operation of the device. 2. PROBLEM STATEMENT 1. The Horizontal wind turbines are large in size, difficult to manufacture, more material required and need to place at long distances hence need more area. 2. We are the Fourth Largest consumer of electricity and we need to cutdown the usage of fossil fuels in electricity generation. 3.The flat blades turbine isgivinglessefficiencyandconstant angle couldn’t give us proper blade speed, so we can change the angle of blade for different wind speed. 3. OBJECTIVES 1. To Analyze blade design. 2. To Calibrate P.V panel. 3. To Test power generations using solar P.V and spiral wind turbine separately. 4. To Fabricate and test hybrid spiral wind turbine at different locations and determining the generated power density. 5. To determine the economic feasibility of the project. 4. COMPONENTS The components in hybrid power plant are: - 4.1. Vortex Chamber It is the part that helps to utilise the inner area of the turbine. More wind can be trapped in the middle part of the turbine.
  • 2. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 04 | Apr 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 4929 4.2. Vane Holder They are the parts that mounts the vanes between them. There are two vane holders one on top and one at bottom. These mount the vane and helps to give it specific angle. 4.3. DC Generator This is the component that converts Mechanical work to the electrical energy. The mechanical work produced by turbine is converted to DC electric current. 4.4. Solar Panel Solar panel is a device that works on Sunrays. It converts Solar energy into electric current. Solar Panel is a semi- conductor device. 5. DESIGN CALCULATIONS 5.1. Design of Main Shaft MATERIAL SELECTION According to ASME code permissible values of shear stress may be calculated form various relation. = 0.18 x 400 = 72 N/mm2 fs max = 0.3 fyt =0.3 x 320 =96 N/mm considering minimum of the above values;  fs max = 144 N/mm2 Shaft is provided with key way; this will reduce its strength. Hence reducing above value of allowable stress by 25%  fs max = 108 N/mm2 This is the allowable value of shear stress that can be induced in the shaft material for safe operation. TO CALCULATE ROTOR SHAFT TORQUE POWER = 2  NT 60 MAX POWER IN WIND @ 80 KMPH 90 watt power, run at 8000 rpm, Hence input to rotor shaft = 8000 rpm  T = 60 x P 2 x  x N = 60 X 90 2 X  X 8000  T = 0.107N-m  Tdesign = 0.107 N-m CHECK FOR TORSIONAL SHEAR FAILURE OF SHAFT. Assuming minimum section diameter on input shaft = 6 mm  d = 6 mm Td = /16 x fs act x d3  fs act = 16 x Td  x d 3 = 16 x 0.107x 10 3 X 14  x (142 - 8.82)  fsact = 64.5 N/mm2 As fsact < fs all  I/P shaft is safe under torsional load 5.2. DESIGN OF DYNAMO COUPLER SHAFT MATERIAL SELECTION: - Ref: - PSG (1.10 & 1.12) + (1.17) DESIGNATION ULTIMATE TENSILE STRENGTH N/mm2 YEILD STRENGTH N/mm2 EN 24 800 680 According to ASME code permissible values of shear stress may be calculated form various relation. = 0.18 x 800 = 144 N/mm2 OR DESIGNATION ULTIMATE TENSILE STRENGTH N/mm2 YEILD STRENGTH N/mm2 AL 400 320
  • 3. International Research Journal of Engineering and Technology (IRJET) e-ISSN: 2395-0056 Volume: 06 Issue: 04 | Apr 2019 www.irjet.net p-ISSN: 2395-0072 © 2019, IRJET | Impact Factor value: 7.211 | ISO 9001:2008 Certified Journal | Page 4930 fs max = 0.3 fyt =0.3 x 680 =204 N/mm considering minimum of the above values  fs max = 144 N/mm2 Shaft is provided with tapped clamping hole; this will redu  fs max = 108 N/mm2 This is the allowable value of shear stress that can be induced in the shaft material for safe operation.  T design = 0.107 N-m CHECK FOR TORSIONAL SHEAR FAILURE OF SHAFT. Assuming minimum section diameter on shaft = 6 mm  d = 6 mm Td = /16 x fs act x d3  fs act = 16 x Td  x d 3 = 16 x0. 107 x 10 3  x (6) 3  fsact = 2.52 N/mm2 As fsact < fsall  shaft is safe under torsional load 5.3. Design of Shaft Bearing BALL BEARING SELECTION Series 60 ISI NO Brg Basic Design No (SKF) d D1 D D2 B Basic capacity C kgf Co Kgf 15A C02 6002 15 17 32 30 9 2550 4400 P = X Fr + Yfa. Where ; P=Equivalent dynamic load(N) X=Radial load constant Fr= Radial load(H) Y = Axial load contact Fa = Axial load (N) In our case; Radial load FR= T1 +T2= Fa = 0 P= 140.4 N L= (C/p) p Considering 4000 working hours L = 60 n L h = 336 mrev 106  336 = ( C / 140.4 ) 3  C = 976 N AS; required dynamic of bearing is less than the rated dynamic capacity of bearing ;  Bearing is safe. 3. CONCLUSIONS 1. In this study, a vertical axis wind turbine was fabricated. The reason for choosing VAWT was its ability to generate power at lower wind speeds. 2. The testing of the VAWT was doneatvariouslocationsand was thus concluded that the setup was useful for power generation. 3. Most of the areas in India have low to medium wind speeds, hence to cater the needs of electric power for domestic use, VAWT are more suitable. This turbine of smaller capacity coupledwithefficient electricgenerator can be installed in rural and urban areas for electric generation. This study essentially gives better design of VAWT for low wind speed application. 4. India which is facing a massive power crunch should urgently put together a comprehensive policy and regulations to fast forward the growth in this sector. REFERENCES [1] Normatmosphaere. Deutsches Institut Fuer Normung, DIN ISO 2533, 1979. [2] IEC 61400: Wind turbines, part 12, power performance measurements of electricity producing wind turbines. International Electrotechnical Commission, IEC 61400- 12-1 Ed.2005-12, 2005. [3] H.Mueller-Vahl, G. Pechlivanoglou, C.N. Nayeri, and C.O. Paschereit. Vortex generators forwindturbineblades:A combined wind tunnel and wind turbine parametric study. In Proceedings of ASME IGTI Turbo Expo 2012 ASME/IGTI June 11 -15, 2012, Copenhagen, Denmark. ASME, 2012. [4] G. Pechlivanoglou, S. Fuehr, C.N. Nayeri, and C.O. Paschereit. The effect of distributed roughness on the power performance of wind turbines. In Proceedings of ASME IGTI Turbo Expo 2010 ASME/IGTI June 14 -18, 2010, Glasgow, Scotland, UK. ASME, 2010. [5] G. Pechlivanoglou, C.N. Nayeri,andC.O.Paschereit.Fixed leading edge auxiliary wing as a performanceincreasing device for hawt blades. In DEWEK 2011. DEWI, 2010. [6] G. Pechlivanoglou, C.N. Nayeri, and C.O. Paschereit. Performance optimization of wind turbine rotors with active flow control. In Proceedings of ASME IGTI Turbo Expo 2011 ASME/IGTI June 6 -10, 2011, Vancouver, Canada. ASME, 2010. [7] G. Weinzierl, G. Pechlivanoglou, C.N. Nayeri, and C.O. Paschereit. Performance optimization of wind turbine rotors with active ow control, part 2: Active aeroelastic simulations. In Proceedings of ASME IGTI Turbo Expo 2012 ASME/IGTI June 11 -15, 2012, Copenhagen, Denmark. ASME, 2012.