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Farhan Ahemd et al. Int. Journal of Engineering Research and Applications www.ijera.com
ISSN : 2248-9622, Vol. 5, Issue 6, ( Part - 5) June 2015, pp.31-35
www.ijera.com 31 | P a g e
Performance Analysis For Reaction Turbine – A Case Study
Farhan Ahemd 1*
Durbar Roy1*
Nitish Kumar 1*
Rinku K Rana1*
and Dr.
Prasanta K. Sinha2*
1*
Student, Department of Mechanical Engineering, Durgapur Institute of Adv.Technology & Mangt, Durgapur.
2*
Professor, Department of Mechanical Engineering, Durgapur Institute of Adv.Technology & Mangt,
Durgapur.
Abstract.
Performance test on a model of a Francis turbine has been carried out in the laboratory for various gate opening
of the turbine. The parameters have been expressed in the term of unit quantities. The result show that the peak
efficiency lies between 76% and 88% of the full load. The maximum efficiency and power obtained at Nu =362,
whereas maximum efficiency obtained is 74% at 95% wicket gate opening, Predicted result based on the modal
study for a prototype obtained is within the specified limit.
Keywords: Hydraulic turbine, Francis Turbine, Model, Unit Quantities, Muschel curve.
Nomenclature
H Head of the turbine Area ratio N Rotational speed of the turbine
Q Discharge of the turbine Ns Non-dimensional specific speed of the
turbine
P Power of the turbine Nsp Specific speed of the turbine
u Unit quantities
I. Introduction
Modern Francis turbine is an inward mixed flow
reaction turbine i.e. the water under pressure enters
the runner from the guide vanes towards the center in
radial direction and discharged out of the runner
axially. The Francis turbine opetes under medium
heads and requires medium quantity of water. It is
employed in the medium head (30 to 450 m) hydel
power plants [1]. Unlike the impulse turbine, the
Francis turbine operates with its wheel submerged in
water. The water, before entering the turbine, has
pressure as well as kinetic energy. All pressure
energy is not transformed into kinetic energy as in
case of impulse turbine. Only 60% of the potential
energy is converted into kinetic energy in the runner.
The remaining 40% go as waste [12]. The water
leaving the turbine has still some of the pressure as
well as kinetic energy. A draft tube of an increasing
cross-sectional area is normally installed at the exit of
runner. It helps in converting the kinetic energy of
the water at the runner exit into useful pressure
energy which otherwise have gone waste as exit
losses. This increases the efficiency of turbine also.
The details of draft tube design have been reported in
[13, 14. 15]. A casing is also essential for this
turbine. Various authors and researchers investigated
the performance of Francis turbine changing different
geometrical parameters. Modal studies have been
also reported in literature [2-9, 11]. However, during
recent times, no such work was carried out with
models as well as prototypes. Further, prediction of
the performance of the prototype based on the results
of model studies is also not available in current
literature. Hence, the motivation of the present study.
In the present study, Francis turbine, capable of
delivering 3.75 kW of power output at rated
condition has been studied at various running
conditions and based on the data collected, a number
of characteristic & performance curves of such a
turbine have been plotted. Moreover, an attempt was
made to premier the performance of a larger turbine,
which is geometrically, kinematically and
dynamically similar to the said model.
II. Materials and Methods
The schematic diagram of the experimental set up
used for the present study is shown in Fig. 1. The test
has been carried out at Fluid Mechanics & Machinery
lab. in Department of Mechanical Engineering,
Durgapur Institute of Advanced Technology and
Management, Durgapur. The test rig has been
developed and supplied by M/s. Technical Teaching
RESEARCH ARTICLE OPEN ACCESS
Farhan Ahemd et al. Int. Journal of Engineering Research and Applications www.ijera.com
ISSN : 2248-9622, Vol. 5, Issue 6, ( Part - 5) June 2015, pp.31-35
www.ijera.com 32 | P a g e
(D) Equipment, Bangolore, India. The specifications
of the said turbine [10] are given below:
Rated supply head : 15.0 m.
Discharge : 2000
1pm.
Normal speed :
1250rpm.
Power output : 3.75
kW.
Specific speed : 05.5
rpm.
Runaway speed : 2250 rpm.
Runner diameter : 160 mm.
No. of guide vanes : 10
Unit speed : 51.5
rpm.
The test rig mainly consists of a Francis turbine, a
mono-block pump set (rated head + 20m. &
discharge = 2000lpm.) to supply water to turbine, a
calibrated venturimeter ( area ratio = 0.45, throat
diameter + 66 mm, inlet cone angle + 200, diverging
cone angle =100 ) to measure the discharge of the
pump, pressure gauges, piping system and a suction
sump. The head developed by the pump is used as the
operating head of the turbine whereas, the measured
load supplied to the roap – brake arrangement is
treated as the load to the turbine.
The Francis turbine unit essentially consists of a
spiral casing (of closed grained C.1), an outer bearing
pedestal and rotor assembly with runner (of bronze),
a shaft (of stainless steel) and brake drum (of
polished C.1) with cooling arrangements, all mounted
on a suitable sturdy C.1 base plate. A straight conical
draft tube is provided at the exit of the runner for
recovering the kinetic energy from the exit water.
The adjoining of the grade vanes are made with the
help of a hand wheel and a suitable link mechanism.
The net supply head on the turbine is measured buy a
pressure and vacuum gauge fitted at the inlet and exit
of the runner whereas; shaft speed was recorded with
a digital tachometer.
FIGURE 1. Schematic diagram of the experimental test rig of Francis turbine
Farhan Ahemd et al. Int. Journal of Engineering Research and Applications www.ijera.com
ISSN : 2248-9622, Vol. 5, Issue 6, ( Part - 5) June 2015, pp.31-35
www.ijera.com 33 | P a g e
III. Important Formulae Used
Knowing the discharge (from venturimeter
reading) and head applied to the turbine, the input
power to the turbine is calculated whereas, the output
is obtained knowing the rotational speed of the
turbine shaft and torque produced.
The performance / characteristic curves of the turbine
at various wicket gate openings have been plotted in
terms of unit quantities. The unit quantities,
according to the definition are as follows:-
Unit speed,
H
N
Nu 
Unit discharge,
H
Q
Qu 
Unit Power, 2/3
H
P
Pu 
Non-dimensional specific speed.
4/5
)(gHp
PN
Ns 
And specific speed, 4/5
H
PN
Nsp 
Further, according to Sayers [4], 187XNN ssp 
Obtaining the performance parameters as described
above, an attempt was made to predict the
performance of a prototype by using Dub-Moody’s
empirical formula [1] and others. However, the
predicted performance of the prototype is not
included in the presented here.
IV. Results and discussions
Experimental results obtained on five wicket
gate openings of the Francis turbine are discussed in
the following paragraphs:
Fig.2 shows the variation of unit discharge (Qu) with
Nu. The figure depicts that the discharge increases
with the gate opening and with the decrease in Nu.
The phenomenon is similar as expected. However,
the variation of the slope of the curves below 200 of
Nu is marginal. It indicates slight variation in
discharge upto Nu= 200 at a particular wicket gate
opening.
Variation of unit power with Nu has been plotted in
Fig. 3. The figure indicates that the unique maximum
value of Pu exists at Nu = 362 for all the openings of
the wicket gates. Further, maximum value of Pu Has
been obtained at 95% opening of the wicket gate
though there is marginal change in Pu For 50% and
75% opening of the wicket gates.
Efficiency variation with Nu for the tested model at
various wicket gate openings is produced in Fig. 4.
The figure illustrates that the maximum efficiency for
all the wicket gate openings exists at Nu = 400 and
attains maximum efficiency of about 74% for 95%
opening of wicket gate. However, the maximum
values lies between 58% and 73% for various
openings of wicket gates.
Variation of efficiency with % of full load is shown
in Fig. 5. It depicts that the peak efficiency shifts a
little towards the right side as the wicket gate opening
increases. It is obvious that the output power
developed by the machine increases with the
increased amount of discharge and hence the wicket
gate opening. However, the peak efficiency point lies
between 76 to 88% of the full load of the turbine.
Based on the previously discussed performance
parameters, constant efficiency curves, known as
Muschel curves for the present Francis turbine has
been drawn and presented in Fig. 6. It indicates wide
variation of iso-efficiencies for the tested model,
ranging from 45% to 73%. However, to achieve the
highest efficiency, the wicket gate opening should be
within 50% and 95%.
Further based on the result obtained, the performance
of a prototype of larger size has been attempted to
predict (efficiency, output power, etc.) using various
empirical formulae but the figures are not presented
here due to limited space.
Farhan Ahemd et al. Int. Journal of Engineering Research and Applications www.ijera.com
ISSN : 2248-9622, Vol. 5, Issue 6, ( Part - 5) June 2015, pp.31-35
www.ijera.com 34 | P a g e
FIGURE 2. Variation of unit discharge (Qu)
with unit speed (Nu)
at various wicket gate opening
FIGURE 3. Variation of unit power (Pu)
with unit speed (Nu)
at various wicket gate opening
FIGURE 4. Variation of efficiency (η)
with unit speed (Nu)
at various wicket gate opening
FIGURE 5. Variation of efficiency (η)
with % of full load
at various wicket gate opening
Farhan Ahemd et al. Int. Journal of Engineering Research and Applications www.ijera.com
ISSN : 2248-9622, Vol. 5, Issue 6, ( Part - 5) June 2015, pp.31-35
www.ijera.com 35 | P a g e
FIGURE 6. Muschel curve
V. Conclusion
Based on the present investigation the following
conclusions are made:-
1. Maximum efficiency of the present Francis
turbine at various wicket gate openings lies
between 76% - 88% of full load.
2. No appreciable change in unit discharge for Nu
<200.
3. Maximum unit power the machine can develop
at Nu = 362. For all the wicket gate openings.
4. Maximum efficiency of the machine is around
74% at 95% opening of wicket gate.
References
[1] Lal, J, “Hydraulic machines (including
fluidics”, Metropolitan Book Co., New
Delhi, 1997.
[2] Vasandani, V. P. “Hydraulic machines
theory & design”, Khanna Publishers,
1984.
[3] Massey, B. S., “Fluid mechanics &
machines”, Van Nostrand, 1968.
[4] Sayers, A.T., “Hydraulic and Compressible
flow turbo machines”, McGraw Hill Book
Co. Ltd., 1992.
[5] Barrows, H. K. “Water power
engineering”, McGraw Hill Book Co., New
York, 1943.
[6] Daugherty, B. L. “Hydraulic turbines”,
McGraw Hill Book Co., New York, 1920.
[7] Nechleba, M., “Hydraulic turbines”,
Constable & Co. 1957.
[8] Streeter, V. L. “Fluid machines”, McGraw
Hill Book Co., New York,1971.
[9] Rouse, H., “Engineering Hydraulics”,
Wiley, 1950.
[10] “TRIPLEE” Pelton turbine manual, 1997.
[11] Krivenchenko, G.L. “Hydraulic machines -
turbines & pumps”, MIR Publishers,
Moscor, 1986.
[12] Gahlot, V. K. “Design and development o
surfaces of an elbow type draft tube”, Proc.
Of 25th
National & 1st
International
Conference on FMFP, New Delhi (1998).
[13] Thickey, R. H. “Practical solutions for
draft tube instability”, Water Power & Dam
Construction, 1981.
[14] Mehta, R. C. et.al. “Surging in draft tube of
hydraulic turbine”, J. of Instit. Of Engrs (I),
Mechanical Engg. Div. 1987.
[15] Lugaressi, A. et. al., “Design of Francis
turbine - trend in last decade”, Water
Power & Dam Construction, 1987.

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Performance Analysis For Reaction Turbine – A Case Study

  • 1. Farhan Ahemd et al. Int. Journal of Engineering Research and Applications www.ijera.com ISSN : 2248-9622, Vol. 5, Issue 6, ( Part - 5) June 2015, pp.31-35 www.ijera.com 31 | P a g e Performance Analysis For Reaction Turbine – A Case Study Farhan Ahemd 1* Durbar Roy1* Nitish Kumar 1* Rinku K Rana1* and Dr. Prasanta K. Sinha2* 1* Student, Department of Mechanical Engineering, Durgapur Institute of Adv.Technology & Mangt, Durgapur. 2* Professor, Department of Mechanical Engineering, Durgapur Institute of Adv.Technology & Mangt, Durgapur. Abstract. Performance test on a model of a Francis turbine has been carried out in the laboratory for various gate opening of the turbine. The parameters have been expressed in the term of unit quantities. The result show that the peak efficiency lies between 76% and 88% of the full load. The maximum efficiency and power obtained at Nu =362, whereas maximum efficiency obtained is 74% at 95% wicket gate opening, Predicted result based on the modal study for a prototype obtained is within the specified limit. Keywords: Hydraulic turbine, Francis Turbine, Model, Unit Quantities, Muschel curve. Nomenclature H Head of the turbine Area ratio N Rotational speed of the turbine Q Discharge of the turbine Ns Non-dimensional specific speed of the turbine P Power of the turbine Nsp Specific speed of the turbine u Unit quantities I. Introduction Modern Francis turbine is an inward mixed flow reaction turbine i.e. the water under pressure enters the runner from the guide vanes towards the center in radial direction and discharged out of the runner axially. The Francis turbine opetes under medium heads and requires medium quantity of water. It is employed in the medium head (30 to 450 m) hydel power plants [1]. Unlike the impulse turbine, the Francis turbine operates with its wheel submerged in water. The water, before entering the turbine, has pressure as well as kinetic energy. All pressure energy is not transformed into kinetic energy as in case of impulse turbine. Only 60% of the potential energy is converted into kinetic energy in the runner. The remaining 40% go as waste [12]. The water leaving the turbine has still some of the pressure as well as kinetic energy. A draft tube of an increasing cross-sectional area is normally installed at the exit of runner. It helps in converting the kinetic energy of the water at the runner exit into useful pressure energy which otherwise have gone waste as exit losses. This increases the efficiency of turbine also. The details of draft tube design have been reported in [13, 14. 15]. A casing is also essential for this turbine. Various authors and researchers investigated the performance of Francis turbine changing different geometrical parameters. Modal studies have been also reported in literature [2-9, 11]. However, during recent times, no such work was carried out with models as well as prototypes. Further, prediction of the performance of the prototype based on the results of model studies is also not available in current literature. Hence, the motivation of the present study. In the present study, Francis turbine, capable of delivering 3.75 kW of power output at rated condition has been studied at various running conditions and based on the data collected, a number of characteristic & performance curves of such a turbine have been plotted. Moreover, an attempt was made to premier the performance of a larger turbine, which is geometrically, kinematically and dynamically similar to the said model. II. Materials and Methods The schematic diagram of the experimental set up used for the present study is shown in Fig. 1. The test has been carried out at Fluid Mechanics & Machinery lab. in Department of Mechanical Engineering, Durgapur Institute of Advanced Technology and Management, Durgapur. The test rig has been developed and supplied by M/s. Technical Teaching RESEARCH ARTICLE OPEN ACCESS
  • 2. Farhan Ahemd et al. Int. Journal of Engineering Research and Applications www.ijera.com ISSN : 2248-9622, Vol. 5, Issue 6, ( Part - 5) June 2015, pp.31-35 www.ijera.com 32 | P a g e (D) Equipment, Bangolore, India. The specifications of the said turbine [10] are given below: Rated supply head : 15.0 m. Discharge : 2000 1pm. Normal speed : 1250rpm. Power output : 3.75 kW. Specific speed : 05.5 rpm. Runaway speed : 2250 rpm. Runner diameter : 160 mm. No. of guide vanes : 10 Unit speed : 51.5 rpm. The test rig mainly consists of a Francis turbine, a mono-block pump set (rated head + 20m. & discharge = 2000lpm.) to supply water to turbine, a calibrated venturimeter ( area ratio = 0.45, throat diameter + 66 mm, inlet cone angle + 200, diverging cone angle =100 ) to measure the discharge of the pump, pressure gauges, piping system and a suction sump. The head developed by the pump is used as the operating head of the turbine whereas, the measured load supplied to the roap – brake arrangement is treated as the load to the turbine. The Francis turbine unit essentially consists of a spiral casing (of closed grained C.1), an outer bearing pedestal and rotor assembly with runner (of bronze), a shaft (of stainless steel) and brake drum (of polished C.1) with cooling arrangements, all mounted on a suitable sturdy C.1 base plate. A straight conical draft tube is provided at the exit of the runner for recovering the kinetic energy from the exit water. The adjoining of the grade vanes are made with the help of a hand wheel and a suitable link mechanism. The net supply head on the turbine is measured buy a pressure and vacuum gauge fitted at the inlet and exit of the runner whereas; shaft speed was recorded with a digital tachometer. FIGURE 1. Schematic diagram of the experimental test rig of Francis turbine
  • 3. Farhan Ahemd et al. Int. Journal of Engineering Research and Applications www.ijera.com ISSN : 2248-9622, Vol. 5, Issue 6, ( Part - 5) June 2015, pp.31-35 www.ijera.com 33 | P a g e III. Important Formulae Used Knowing the discharge (from venturimeter reading) and head applied to the turbine, the input power to the turbine is calculated whereas, the output is obtained knowing the rotational speed of the turbine shaft and torque produced. The performance / characteristic curves of the turbine at various wicket gate openings have been plotted in terms of unit quantities. The unit quantities, according to the definition are as follows:- Unit speed, H N Nu  Unit discharge, H Q Qu  Unit Power, 2/3 H P Pu  Non-dimensional specific speed. 4/5 )(gHp PN Ns  And specific speed, 4/5 H PN Nsp  Further, according to Sayers [4], 187XNN ssp  Obtaining the performance parameters as described above, an attempt was made to predict the performance of a prototype by using Dub-Moody’s empirical formula [1] and others. However, the predicted performance of the prototype is not included in the presented here. IV. Results and discussions Experimental results obtained on five wicket gate openings of the Francis turbine are discussed in the following paragraphs: Fig.2 shows the variation of unit discharge (Qu) with Nu. The figure depicts that the discharge increases with the gate opening and with the decrease in Nu. The phenomenon is similar as expected. However, the variation of the slope of the curves below 200 of Nu is marginal. It indicates slight variation in discharge upto Nu= 200 at a particular wicket gate opening. Variation of unit power with Nu has been plotted in Fig. 3. The figure indicates that the unique maximum value of Pu exists at Nu = 362 for all the openings of the wicket gates. Further, maximum value of Pu Has been obtained at 95% opening of the wicket gate though there is marginal change in Pu For 50% and 75% opening of the wicket gates. Efficiency variation with Nu for the tested model at various wicket gate openings is produced in Fig. 4. The figure illustrates that the maximum efficiency for all the wicket gate openings exists at Nu = 400 and attains maximum efficiency of about 74% for 95% opening of wicket gate. However, the maximum values lies between 58% and 73% for various openings of wicket gates. Variation of efficiency with % of full load is shown in Fig. 5. It depicts that the peak efficiency shifts a little towards the right side as the wicket gate opening increases. It is obvious that the output power developed by the machine increases with the increased amount of discharge and hence the wicket gate opening. However, the peak efficiency point lies between 76 to 88% of the full load of the turbine. Based on the previously discussed performance parameters, constant efficiency curves, known as Muschel curves for the present Francis turbine has been drawn and presented in Fig. 6. It indicates wide variation of iso-efficiencies for the tested model, ranging from 45% to 73%. However, to achieve the highest efficiency, the wicket gate opening should be within 50% and 95%. Further based on the result obtained, the performance of a prototype of larger size has been attempted to predict (efficiency, output power, etc.) using various empirical formulae but the figures are not presented here due to limited space.
  • 4. Farhan Ahemd et al. Int. Journal of Engineering Research and Applications www.ijera.com ISSN : 2248-9622, Vol. 5, Issue 6, ( Part - 5) June 2015, pp.31-35 www.ijera.com 34 | P a g e FIGURE 2. Variation of unit discharge (Qu) with unit speed (Nu) at various wicket gate opening FIGURE 3. Variation of unit power (Pu) with unit speed (Nu) at various wicket gate opening FIGURE 4. Variation of efficiency (η) with unit speed (Nu) at various wicket gate opening FIGURE 5. Variation of efficiency (η) with % of full load at various wicket gate opening
  • 5. Farhan Ahemd et al. Int. Journal of Engineering Research and Applications www.ijera.com ISSN : 2248-9622, Vol. 5, Issue 6, ( Part - 5) June 2015, pp.31-35 www.ijera.com 35 | P a g e FIGURE 6. Muschel curve V. Conclusion Based on the present investigation the following conclusions are made:- 1. Maximum efficiency of the present Francis turbine at various wicket gate openings lies between 76% - 88% of full load. 2. No appreciable change in unit discharge for Nu <200. 3. Maximum unit power the machine can develop at Nu = 362. For all the wicket gate openings. 4. Maximum efficiency of the machine is around 74% at 95% opening of wicket gate. References [1] Lal, J, “Hydraulic machines (including fluidics”, Metropolitan Book Co., New Delhi, 1997. [2] Vasandani, V. P. “Hydraulic machines theory & design”, Khanna Publishers, 1984. [3] Massey, B. S., “Fluid mechanics & machines”, Van Nostrand, 1968. [4] Sayers, A.T., “Hydraulic and Compressible flow turbo machines”, McGraw Hill Book Co. Ltd., 1992. [5] Barrows, H. K. “Water power engineering”, McGraw Hill Book Co., New York, 1943. [6] Daugherty, B. L. “Hydraulic turbines”, McGraw Hill Book Co., New York, 1920. [7] Nechleba, M., “Hydraulic turbines”, Constable & Co. 1957. [8] Streeter, V. L. “Fluid machines”, McGraw Hill Book Co., New York,1971. [9] Rouse, H., “Engineering Hydraulics”, Wiley, 1950. [10] “TRIPLEE” Pelton turbine manual, 1997. [11] Krivenchenko, G.L. “Hydraulic machines - turbines & pumps”, MIR Publishers, Moscor, 1986. [12] Gahlot, V. K. “Design and development o surfaces of an elbow type draft tube”, Proc. Of 25th National & 1st International Conference on FMFP, New Delhi (1998). [13] Thickey, R. H. “Practical solutions for draft tube instability”, Water Power & Dam Construction, 1981. [14] Mehta, R. C. et.al. “Surging in draft tube of hydraulic turbine”, J. of Instit. Of Engrs (I), Mechanical Engg. Div. 1987. [15] Lugaressi, A. et. al., “Design of Francis turbine - trend in last decade”, Water Power & Dam Construction, 1987.