ME 4621-1-C-B Pump Performance Associates · Experiment Performed: 28 June 2011 Report Submitted: 7...
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ME 4621-1-C-B
Pump Performance
By
Yvette Triay
Associates: Joseph Tran
Robert Roland
Experiment Performed: 28 June 2011 Report Submitted: 7 July 2011
Department of Mechanical Engineering Louisiana State University
ABSTRACT
The understanding of pump performance is crucial when choosing a design for an application. Important characteristics of pump performance are head, power and efficiency. This experiment focused on relating these characteristics to volumetric flow rate and demonstrating the self-similarity of pumps. The experiment used an Armfield pump unit with sensors that transmitted certain measurements to a DAQ system for motor speeds of 30, 40, and 50 Hz. These measurements were recorded and used to compute head, power, and efficiency. Plots were then generated for the performance characteristics. Non-dimensionalized values for pressure increase and flow rate were also computed and plotted, proving the pump to be self-similar. The results showed that as flow rate increased, pressure, head, and efficiency decreased and power increased. In order to achieve a better understanding of pump performance, it is recommended to run the experiment with two pumps either in parallel or series.
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Table of Contents Introduction………………………………………………………………………………….…….3
Theory………………………………………………………………………………………..……3
Experimental Apparatus and Instrumentation………………………………………….…………5
Experimental Procedure…………………………………………………………………………...6
Uncertainty Analysis………………………………………………………………………………6
Presentation of Results……………….……………………………………………………………7
Analysis and Discussion of Results……………………………...……………………………..…8
Conclusions and Recommendations………………………..……………………..………………9
Reference Material………………………………………………………………………….……10
Appendix I……………………………………………...………………………………..………11
Appendix II……………………………………...……………………………………………….14
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Introduction
Pumps are machines that add energy to a liquid by performing work on it. They are
considered to be turbomachines, which are dynamic fluid-handling devices that direct the flow
with blades or vanes attached to a rotating member called an impeller. Centrifugal pumps can be
classified further as pumps with radial flowpaths [1]. Pumps are extremely important machines
that affect peoples’ everyday life. Pumps can be found in many applications, including
automobiles, pumping stations, and industrial applications such as oil refineries supplying and
removing chemicals and wastes [2]. This experiment focused on comparing pump pressure,
head, power, and efficiency to volumetric flow rate in order to understand the characteristics of
pumps. Charts were generated and compared to theoretical trends. These results were then used
to prove how the pump performance was self-similar.
Theory
In centrifugal pumps, the fluid approaches the moving impeller blade at a certain velocity.
The velocity of the fluid changes as it exits, as well as the angle of the blade to the fluid. An
exchange of momentum occurs, and an increase in pressure results from the change of the
velocity back to its initial state [2]. The equation used to find the pump head can be derived
from Bernoulli’s equation. Making certain assumptions yields Equation 1,
ℎ!"#! = Δ!/!" (Equation 1)
where ΔP is the pressure increase across the pump, ρ is the density of the fluid, and g is gravity.
The hydraulic power is the rate of mechanical energy input to the fluid, which is the flow
rate multiplied by the increase in pressure across the pump, as can be seen in Equation 2.
! = !Δ! (Equation 2)
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The mechanical input power needed to drive the pump is related to the hydraulic power
by defining the pump efficiency as can be seen in Equation 3.
! =!/!! (Equation 3)
Typical characteristics of pumps include producing a smaller head and an increase in
input power as the flow rate is increased [1]. The performance characteristics should also remain
self-similar. This is shown by plotting the non-dimensionalized pressure rise against the non-
dimensionalized flow rate and then obtaining results that collapse onto one another [2]. The
equation for non-dimensionalized flow rate and non-dimensionalized pressure can be seen in
Equations 4 and 5, respectively.
!∗ = !!!!
(Equation 4)
Δ!∗ = !!"#!
!!!! (Equation 5)
The variable w is the motor speed, and D is the diameter.
Experimental Apparatus and Instrumentation
The Armfield pump unit consisted of a centrifugal pump attached to a motor. The pump
was connected to a water tank by means of piping, which had several valves to regulate flow.
Several sensors were placed throughout the unit to measure pressure differences, water
temperature, flow rate, and motor speed. These sensors transmitted the measured data to the data
acquisition system, and the computer program displayed these values onto the screen. The errors
in the DAQ system were ±0.3 Hz for the motor speed, ±0.00004 m3/s for the flow rate, ±2.0 kPa
for the pressure difference across the pump, and ±1.0 Watts for the motor power. The ambient
pressure and temperature were also recorded with an error of ±0.01 cmHg and ±1.0°F,
respectively.
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Figure 1: Schematic of the Pump Unit Apparatus Used [3]
Experimental Procedure
Before beginning the experiment, it was appropriate to measure and record the ambient
temperature and pressure in the laboratory. Once the Armfield pump unit was connected to the
computer, the corresponding icon on the desktop was clicked to initialize the DAQ system. The
main gate valve was then fully opened, and flipping the appropriate switches turned on the motor.
Only one pump was chosen to operate for this experiment. Next, the motor was set to a desired
speed, and the flow rate was varied by opening and closing the gate valve. Ten samples for three
different motor speeds of 30, 40, and 50 Hz were recorded. After all the data was collected, the
pump unit was turned off by flipping the power switches.
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Uncertainty Analysis
The average results of the uncertainly analysis for pump head (hpump), power (W), and
efficiency (η) be seen in Table 1. All the uncertainties were approximately within 5% of their
corresponding values. A table of the complete uncertainty analysis can be seen in Table 3 of
Appendix II.
Table 1: Uncertainty Analysis Motor Speed [Hz] ε(hpump) [m] ε(W) [Watt] ε(η)
30 0.204 2.232 0.005 40 0.204 3.286 0.004 50 0.204 4.577 0.003
Presentation of Results
Various measurements were taken for three different motor speeds of 30, 40, and 50 Hz.
They were then compared with volumetric flow rate for this experiment. Figure 1 shows the
pressure increase across the pump as a function of flow rate. Figure 2, 3, and 4 show the pump
characteristics, which are head, power, and efficiency, as functions of volumetric flow rate.
Non-dimensionalized pressure increases and flow rates were found and then plotted against each
other to demonstrate self-similarity of the pump. This can be seen in Figure 5.
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Figure 2: Pressure Increase Across Pump vs. Flow Rate
Figure 3: Pump Head vs. Flow Rate
Figure 4: Pump Power vs. Flow Rate
0 20 40 60 80
100 120
Pressure Differen
ce [k
Pa]
Flow Rate [m3/s]
Pressure Increase vs. Flow Rate
30 Hz
40 Hz
50 Hz
0 2 4 6 8 10 12
Head
[m]
Flow Rate [m3/s]
Head vs. Flow Rate
30 Hz
40 Hz
50 Hz
0
50
100
150
Power [W
a?s]
Flow Rate [m3/s]
Power vs. Flow Rate
30 Hz
40 Hz
50 Hz
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Figure 5: Pump Efficiency vs. Flow Rate
Figure 6: Self-Similar Pump Characteristic Chart
0
10
20
30
40 Effi
cien
cy [%
]
Flow Rate [m3/s]
Efficiency vs. Flow Rate
30 Hz
40 Hz
50 Hz
0 1 2 3 4
0 0.1 0.2 0.3 0.4 0.5
Non
-‐Dim
ension
al Pressure
Non-‐DImensional Flow Rate
Non-‐Dimensional Pressure Rise vs. Non-‐Dimensional Flow Rate
30 Hz
40 Hz
50 Hz
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Analysis and Discussion of Results
When comparing the pressure difference across the pump to flow rate, it can easily be
seen how the pressure difference decreased as the flow rate increased. This trend was expected.
In a constant cross-sectional area pipe, flow rate is directly proportional to velocity, and velocity
is inversely related to pressure. Since flow rate was being decreased, velocity also was
decreasing causing pressure to increase. These trends can be seen in Figure 2.
Figure 3 shows pump head decreasing as flow rate increased. This was an expected
result. It can also be seen how higher motor speeds yield greater pressure heads than lower
motor speeds. Figure 4 represents the pump power as a function of flow rate. It can be seen that
they are directly related to each other. The higher motor speeds resulted in greater power than
the lower motor speeds. Figure 5 shows the efficiency of the pump decreased as flow rate
increased; however, the pump was more efficient at higher motor speeds.
By plotting the non-dimensionalized pressure increase as a function of the non-
dimensionalized flow rate, it can be seen from Figure 6 that the performance characteristics were
self-similar. This proves that for any given flow rate, the pressure increase will be very similar
for set motor speeds.
Conclusions and Recommendations
For this experiment, the trends in the plots demonstrated expected pump characteristics.
Pressure increase, pump head, and efficiency all decreased as flow rate increased. However, the
power increased as flow rate increased. For all the plots, the higher motor speeds resulted in
higher performance characteristics than the lower motor speeds. It is recommended to perform
this experiment at one or two more motor speeds, since the procedure does not take a long time
and the calculations are not tedious. By having results at more motor speeds, one can be even
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more aware of the trends of the performance characteristics and the self-similarity of the pump.
Since there are two pumps on the Armfield Pump Unit, it is also recommended that the
experiment consist of running the pumps in parallel to deliver greater flow or series to deliver
greater head. This would add to the understanding of pumps and being able to choose pumps
based on certain criteria.
Reference Material
[1] Fox, Robert. Pritchard, Philip. McDonald, Alan. Introduction to Fluid Mechanics. 7th Ed.
John Wiley & Sons, Inc. 2009.
[2] ME 4621 Thermal Sciences Laboratory Manual: Experiment B. Louisiana State University.
Baton Rouge, LA. 2011.
[3] http://users.rowan.edu/~hesketh/0906-309/Laboratories/Armfield
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Appendix II: Raw Data Sheet Collected from Lab
Table 3: Raw Data Date: 28th Jun 2011
Orifice Water Pump 1 Motor 1 Motor 1 Volume Pump 1 Pump 1 Overall pressure temp Pressure speed power Flow rate total power efficiency
drop drop rate head output dpo Tw dpp1 n1 Pgr1 Qv Hd P Egr kPa deg C kPa Hz Watts m^3/s m Watts % 6.20 22.0 33.13 30.57 305.1 0.00097 3.47 33.06 10.84 6.04 22.1 32.93 30.13 292.6 0.00096 3.45 32.46 11.09 5.67 22.4 35.25 30.37 276.7 0.00093 3.69 33.61 12.14 5.37 22.2 35.36 30.10 273.6 0.00091 3.70 32.79 11.99 4.58 22.4 37.48 30.10 257.4 0.00084 3.92 32.05 12.45 3.64 22.5 39.30 30.19 237.2 0.00075 4.10 29.92 12.61 3.43 22.6 40.31 30.13 209.8 0.00072 4.21 29.81 14.21 3.00 22.6 40.81 30.40 180.5 0.00068 4.26 28.19 15.62 2.63 22.7 40.00 31.04 161.9 0.00063 4.18 25.88 15.98 2.46 22.7 47.68 30.75 137.3 0.00061 4.96 29.74 21.66 10.03 23.6 55.46 39.98 353.0 0.00124 5.76 69.71 19.75 8.82 24.6 56.47 40.10 338.8 0.00116 5.86 66.55 19.64 8.00 23.8 61.52 40.48 332.7 0.00111 6.38 68.93 20.72 7.24 23.8 70.00 42.15 323.2 0.00105 7.24 74.51 23.06 5.67 24.8 62.83 40.19 305.6 0.00093 6.51 59.29 19.40 5.22 23.9 66.27 40.92 294.3 0.00089 6.86 59.93 20.36 4.53 23.3 70.91 40.39 259.9 0.00083 7.33 59.68 22.96 3.65 17.7 72.63 40.45 242.8 0.00075 7.50 54.86 22.59 2.79 18.6 75.16 40.71 184.9 0.00065 7.76 49.63 26.84 2.34 19.2 77.78 40.65 170.2 0.00060 8.03 46.99 27.60 14.41 22.3 81.62 50.39 417.2 0.00148 8.43 122.33 29.32 13.99 21.0 77.88 50.36 406.7 0.00146 8.04 115.06 28.29 12.74 21.6 87.18 50.24 400.3 0.00139 8.99 122.79 30.67 11.85 26.3 92.73 50.24 393.7 0.00135 9.57 125.95 31.99 10.66 26.4 96.07 50.27 383.0 0.00128 9.91 123.68 32.29 9.17 26.4 99.50 50.03 361.5 0.00118 10.26 118.83 32.87 8.79 26.5 100.92 50.12 353.0 0.00116 10.41 117.95 33.42 7.68 26.7 102.83 50.12 347.1 0.00108 10.61 112.32 32.36 7.17 26.8 106.57 50.18 326.8 0.00105 10.99 112.47 34.41 5.81 26.9 108.69 50.03 305.8 0.00094 11.21 103.22 33.75
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Appendix II: Complete Uncertainty Analysis Table
! ℎ!"#! = !(!!)!"
(Equation 6)
! ! = Δ! ∗ !(!) ! + ! ∗ !(Δ!) ! !/! (Equation 7)
! ! = !(!)!!
!+ !!∗!(!!
!!!! !/!
(Equation 8)
Table 4: Complete Uncertainty Analysis ε(hpump) ε(W) ε(η) 0.204636783
30 Hz
2.353525172 0.003296052
2.329209464 0.003437267
2.335071106 0.003638717
2.297597106 0.003680295
2.245674924 0.003912911
2.165824801 0.004248269
2.167163262 0.004811895
2.120103226 0.005604321
2.04062766 0.006250042
2.266803321 0.007447764 Avgerage 2.232160004 0.004632753
40 Hz
3.324147707 0.002886309
3.239105166 0.003006434
3.307570583 0.003067991
3.501841717 0.003173734
3.127784962 0.003331998
3.195925411 0.003465457
3.288091017 0.003945535
3.266338666 0.004220141
3.277600155 0.005595394
3.332867302 0.00608864 Average 3.286127269 0.003878163
50 Hz
4.411098676 0.00249582
4.271423411 0.002553305
4.465502302 0.002610524
4.582836745 0.002664197
4.612902704 0.00274144
4.631214232 0.0029094
4.654722641 0.002984701
4.64896574 0.003025789
4.749359151 0.003233185
4.738503303 0.003448436 Average 4.57665289 0.00286668