An Experimental Study on Performance
Analysis of Cross-Flow Water Turbine
Devnarayan Dewangan1, Saurabh Kumar2
1Master of
Engineering, Department of Mechanical Engineering, Raipur Institute of
Technology, Raipur-492101 India
2Associate
Professor, Department of Mechanical
Engineering, Raipur Institute of Technology, Raipur-492101 India
*Corresponding
Author Email: dndewangan9@gmail.com; sourabhkumar2002@gmail.com
ABSTRACT:
Renewable energy is the need of less
developed countries and cross-flow turbine is a promising means of small scale
hydropower production in locations where available head and discharge is
comparatively low. The present work refers to experimental analysis of
performance of cross-flow turbine for low head, low discharge sites. The work
deals with the key parameters influencing the cross flow turbine efficiency.
The efficiency of the cross-flow hydraulic turbine is dependent on
several design parameters. These
include runner outer diameter, breadth of the runner, thickness of water jet,
number of blades, spacing of blades in the runner, radius of blades curvature,
angle of attack, the first stage blade exit angle and angle between relative
velocity of entering water jet and turbine outer periphery. The variation of
efficiency and runner RPM with different angle of attack, nozzle tip elevation
and nozzle tip distance from runner is analysed in
the present work and selections have been made based on quantitative methods
and experimental studies already carried out by different researchers.
KEYWORDS: Cross flow turbine, angle of attack, nozzle tip elevation.
INTRODUCTION:
Today a huge part of worlds
population is using non-renewable energy
and thereby vanishing our future resources too. Recently, hydropower is an
attractive source of renewable energy not only because of its eco-friendly
pollution free nature but also for its promising future development. Many
developing nations are searching a way to use their available resources
efficiently in such a manner that the capital needed for the same will not
affect their economy adversely. The cross-flow turbine is probably a good
option for such nations due to ease in fabrication and low head installation.
The cross flow turbine is a hydraulic turbine that may be categorised as an
impulse turbine with partial admission. A crossflow
turbine in its simplest form consists of a runner and a nozzle. The runner is
built from two or more parallel disks connected near their rims by a series of
curved blades. The function of the rectangular nozzle is to convert potential
energy of water into kinetic energy and to directs the flow into the runner.
The rectangular water jet issuing from the nozzle first enters the runner,
where the first stage power is generated, then the water flows diametrically
through the centre of runner , hits the blades again and leaves the runner,
thus generates second stage power.
C.A. Mockmore
and Fred Merry Field [1] gives description of appropriate design of the
cross flow turbine. He also established that maximum efficiency at constant
head can be achived at constant speed irrespective of
gate opening. Akerkar
[2] reported the effect of various factors such as angle of attack,
nozzle entry arc and nozzle entry configuration on the turbine efficiency. He
concluded that the
flow pattern inside the cross
flow turbine runner is concave when viewed from the shaft center.
The jet angle at the first stage exit is greater for the vertical position of
the nozzle than either the slant or the horizontal positions, indicating that
there would be more cross flow.
An experimental test performed on the laboratory turbin
by L.A. Hamierl [3] shows measurement of the turbine
efficiency and power output and its dependency on design variable and operating
parameter. P.Verhaart,
[4] compares between Francis and cross flow turbine under equivalent
initial condition i.e. the size and specific speed, are identical for both
under the same running condition. Energy output obtained in cross flow turbine
is reported to be greater than Francis turbine.
Shahram Khosrowpanah
et al [5] investigated the effect of the number of blades, the runner diameter,
and the nozzle entry arc under flow/head variations. The results show that the
maximum efficiency of the CFT at any flow/head combination increases as the
nozzle entry arc increases or the aspect ratio of the runner decreases. The
maximum efficiency of the CFT at any flow/head combination increases by
increasing the nozzle entry . The optimum number of blades in this experiment
was approximately 15.
Based on the available
site conditions, a
cross flow turbine
has been designed by Javed A. Chattha, et. al., [6],. The diameter and length of the
turbine runner the number of blades and
radius of curvature
have been determined along with
other design parameters. Design of high efficiency cross-flow turbine for
hydro-power plant by Bilal Abdullah Nasir [7]. In this
paper all design parameters of cross-flow turbine were calculated at maximum
efficiency. The maximum efficiency was found to be 88% constant for different
values of head and water flow rate
Experimental investigation of the key parameter influencing cross flow
turbine efficiency was discussed by V.C. Desai and N.M Aziz [8]. The
experiments included the measurements of torque, rotational speed, flow rate,
and total head in physical model of turbines and nozzles. Analysis performed on
the result identified the impact
of the different parameter on the turbine
efficiency. The result indicates that with the careful selection of the cross-flow
turbine parameters, efficiency as high as 88% with an uncertainty of ±2.4% can
be achieved.
In the
parametric study on the performance of cross flow turbine by B. Joshi, et. al.
[9]. the effect of blade number, nozzle entry arc, and head on the performance
characteristics of a cross-flow turbine have been investigated. It has been
observed that the efficiency of the turbine increases, with increase in blade
number, nozzle entry arc, and head. Abbas A., et.
al., [10] studied the power outputs of two stages of cross flow turbine.
In the present
work, the effect of design parameters on velocity of flow across cross-flow
turbine is computed experimentally. The key design parameters involved in the
study are blade angles, the angle of attack, horizontal distance of nozzle tip
from the runner shaft centre and different nozzle tip elevation.
DESIGN PARAMETERS AND CONSTRUCTION:
In the present work an assembly frame, runner and nozzle is used to
construct the setup. The experimental setup including nozzle along with runner
and frame is fabricated. The
specifications and parameters have been taken from experimental research paper
[1].
HPout =
(1)
HPin=
(2)
η = (3)
The experimental setup is prepared for medium and
low head. The inlet angle β1 of blade will be
maintained around 26º to 28º and outlet ange
β1’ as 90º
i.e. radial outlet. The parameters such as nozzle inlet angle (
Rectangular nozzle is constructed to provide water flow throughout the
blade length, with two pipes for inlet of water from source. Adjustable sockets
are used to change direction and to open/close pipes according to requirements.
Frame is constructed to support and fix nozzle and runner. It is provided with
facility to change nozzle angle, distance, height and runner distance from nozzle and operate the turbine under
different operating parameter combinations.
Figure-1. Installed crossflow turbine
RESULTS AND DISCUSSION:
In the present study, an experimental setup of crossflow
turbine has been designed for the head of 3 m and volumetric flow rate upto 0.059 m3/s, and tested under the head of
0.38m and volumetric flow rate 0.005355 m3/s.
The runner of the turbine consists of 12 blades symmetrically arranged
between two plates. The efficiency and rpm dependence of nozzle inlet angle (
The graph of
efficiency versus nozzle tip distance and runner rpm versus nozzle tip distance
for various values of angle of attack (α), and nozzle tip elevation is
plotted. The
various consolidated graph showing the effect of angle of attack and horizontal
distance of nozzle tip on efficiency and runner RPM, for different nozzle tip
elevation are shown in fig.2(a-c) and fig.3(a-c) respectively.
(a) Nozzle tip elevation te
= 13 cm
(b) Nozzle
tip elevation te = 15 cm
(c) Nozzle
tip elevation te = 17 cm
Figure-2. Efficiency versus horizontal distance of
nozzle tip from axis of shaft (d) for different angle of attack (α) at various nozzle tip elevation
From the
results, fig.2(a-c) it is clear that the efficiency is higher for low angle of
attack and this trend is observed in all the graphs plotted for various
distance of nozzle tip. It is also observed that as the distance from the
nozzle tip increases, efficiency of runner first increases upto
certain values and then decreases due to losses in K.E., so it is advised to
keep the nozzle at efficient distance to runner.
In
Fig.3(a-c) graph of runner RPM versus horizontal distance of nozzle tip from
axis of shaft, is plotted for various values of angle of attack (α) for different nozzle tip elevations. It is evident from
fig.3(a-c) that runner RPM for almost every angle of attack decreases with the
increase in in horizontal distance of nozzle tip for
nozzle tip elevation 13 cm and 15 cm from shaft axis. This is due to large flow
volume entering the blades tangentially for low horizontal dictance
of nozzle tip. In case of high tip elevation of range 17 cm nature is similar
for angle of attack equal to and greater than 8˚ but for angle of attack less than 8˚ runner RPM first increase upto certain value than decrease. This is due to large
volume flow above runner, for small angle of attack.
(a) Nozzle tip elevation te
= 13 cm
(b) Nozzle
tip elevation te = 15 cm
(c) Nozzle
tip elevation te = 17 cm
Figure-3. Runner RPM versus horizontal distance of
nozzle tip from axis of shaft (d) for different angle of attack (α) at various nozzle tip elevation
In Fig
4(a-f) graph is plotted between runner RPM versus horizontal distance of nozzle
tip from axis of shaft to observe,
effect of variation of nozzle tip distance from shaft axis for different
angle of attack. For angle of attack
(a) angle of attack (
(b) angle
of attack (
(c) angle
of attack (
(d) angle
of attack (
(e) angle
of attack (
(f) angle
of attack (
Figure-4. Runner RPM versus horizontal distance of
nozzle tip from axis of shaft (d) for different elevation te
at various angle of attack (
CONCLUSION:
This
work is concentrated in the development of cross flow hydro
turbine which can be locally produced at low cost. Maximum efficiency upto 93% is obtained at angle of attack of 8˚. Maximum
efficiency is obtained at minimum nozzle tip distance from the centre of runner
shaft 4 cm for all angle of attack greater than 4˚ and for all nozzle tip
elevation from centre of runner shaft ,but for smaller angle of attack upto 4˚ maximum efficiency and maximum runner RPM is obtained at nozzle tip distance
from runner shaft at around 10 cm to 15 cm. Maximum efficiency 93% and runner
speed of 252 rpm is obtained for Nozzle tip elevation from centre of runner
shaft at 17 cm. Similar trend is observed for almost all angle of attack and
nozzle tip distances. Which ensure optimum elevation of nozzle tip from shaft
at nozzle tip just above the top blade.
NOMENCLATURE:
Q Flow rate
C Coefficient for nozzle roughness
D1 Outer diameter of the runner
D2 Inner diameter of the runner
HPout Output horse power
HPin Input horse power
U1 Tangential velocity of runner outer
periphery
V1 Absolute velocity of the entering water
jet
GREEK
SYMBOLS:
α1- angle of attack
β1 - angle between runner inner periphery
and relative velocity of entering water jet
β2- angle between runner inner periphery and
relative velocity of exiting water jet
η -
Assumed system efficiency
γ -
Specific weight of water
ψ-
Coefficient for blade roughness
REFERENCES:
[1] C.A. Mockmore
and Fred Merry Field 1949 “The Banki water turbine”,
Engineering environmental station,
Oregon state system of higher education, Oregon state college Corvalis, Bulletine series no.25
[2] Akerkar, B. P. 1989 “A Study of
the Performance of the CrossflowTurbine”, M.S. thesis,
Clemson University, Clemson, SC
[3] L.A.
Hamierl, 1960 “The cross flow turbine”, Water power
engineering magazine 12.5- 13.
[4] P.Verhaart 1983 “Blade calculation for water turbine of banki type”, Department of
mechanical engg. Eindhoven University of
Technology.
[5] Shahram Khosrowpanah, Albertson
and Fiuzat 1988 “Experimental study of cross flow turbine”, Journal of. Hydraul. Eng. voi.114, pp. 299-314.
[6] Javed A. Chattha, Mohammad S.
Khan, Syed T. Wasif, Osama
A. Ghani, Mohammad O. Zia, Zohaib
Hamid 2010 “Design of a cross flow turbine for a
micro-Hydro-power application”. Asme Power
Conference, Chicago, IL, USA.
[7] Bilal Abdullah Nasir 2013.
“Design of High Efficiency Cross-Flow Turbine for Hydro- Power”, International
Journal of Engineering and Advanced Technology. vol.2 pp. 308- 311.
[8] V.C.
Desai and N.M Aziz 1994 “Parametric evaluation of cross flow turbine performance”, Journal of. Energy Eng.
vol.120 pp. 17-34.
[9] C.
B. Joshi, V. Seshadri and S. N. Singh 1995
“Parametric study on performance of the cross-flow turbine”, Journal Energy Eng.
121, 28-45.
[10] Abbas A. Fiuzat and Bhushan P. Akerkar 1991 “Power
outputs of two stages of cross flow”, Journal Energy Eng. vol.117 pp. 57-70.
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Received on 12.06.2016 Accepted on 24.06.2016 © EnggResearch.net All Right Reserved Int. J. Tech.
2016; 6(1): 49-56. DOI: 10.5958/2231-3915.2016.00008.0 |
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