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JOMO KENYATTA UNIVERSITY OF AGRICULTURE AND TECHNOLOGY 
2014 
PERFORMANCE OF A 
CENTRIFUGAL PUMP 
EXPERIMENTAL ANALYSIS OF A ROTORDYNAMIC 
PUMP 
MIMISA DICKENS EN251-0305/2011 
C I V I L , C O N S T R U C T I O N A N D E N V I R O N ME N T A L E N G I N E E R I N G D E P A R T ME N T
Abstract 
The results of an experiment carried out to investigate the theory of a Rotor dynamic pump and to 
determine the relationship between the head, discharge, the input power and the efficiency of a 
centrifugal pump under the prescribed revolution speed are presents with much focus on the specific 
aspects mentioned. This paper represents experimental study work carried out on centrifugal pump. 
Vibrations and noise are both pre dominant due to hydraulic effects. The pump system used allows for 
parametric variation of discharge. Data acquired are manually compiled and analyzed, reduced and 
presented into a form that can be typically used to analyze pump characteristics. Reduced data is used 
in determining the characteristic curve of the pump and to indicate the relationship between the 
efficiency and flow rate and power. 
Introduction 
Centrifugal pumps are classified as rotary type of pumps in which a dynamic pressure developed enables 
the lifting of water to great heights. The history of pumps dates back to the ancient day of technological 
development in Egypt where the locals used water wheels with buckets mounted on them to move 
water for the purposes of irrigation. It was not until the late 1600’s that true centrifugal pumps were 
developed by Denis Papin, a French boy, who developed the hydraulic device though with straight 
vanes. John G. Appold introduces the curved vane in 1851 thereby improving the efficiency of the 
hydraulic device. It has been rapidly superseding the other types of pumps over the years and is 
seemingly the most used kind of pump. It is most suited for situations requiring moderate to high flow 
rates and modest increases in pressure. They are majorly used in municipal water supply systems, 
circulating water heating and cooling systems applied in buildings, pump system in dish and cloth 
washing machines and for pumping cooling water in automobile engines. Positive displacement pumps 
are more suited for high pressure-low flow applications. Flow rate is a function of rotational speed and 
has negligible dependence on pressure rise. They are also used to supply oil under very high pressure for 
hydraulic actuators such as those on large earth moving machines. 
Below is a sketch of a typical centrifugal pump. 
Fluid which flows into the impeller within the 
inner radius is given a significant momentum and kinetic energy thus enabling it to flow radially
outwards at a higher momentum and kinetic energy. As it leaves the outer radius of the impeller, it is 
slowed down leading to a significant increase in pressure that was initially aimed for the system. 
The actual head (H) produced by a centrifugal pump if dependant on the flow-rate (Q). The head-flow 
relationship can be easily determined by selecting appropriate impeller geometry. Pumps are normally 
designed in a way that head reduces with an increase in flow for the purpose of a stable flow rate when 
the pump is connected to a piping system. A typical head-flow curve for a pump is as indicated below. 
The result of the application of the mechanical energy equation applied on two sections of a piping 
system proves that 
퐻푃 + 
푉2 
1 
2푔 
+ 
푃1 
훾 
+ 푍1 = ℎ1 + 
푉2 
2 
2푔 
+ 
푃2 
훾 
+ 푍2 
Where 퐻푃 is the pump head and ℎ1 = total head loss in the piping length under study. The others are the 
pressure head and the velocity head of the system. 
For any given pump operating at a given rotational speed, there is always only one operating point 
where the geometry of the impeller blades is an optimum. When this is combined with the other forces 
an efficiency of the system is obtained which is a function of the rate of flow. The efficiency is the ratio 
of the fluid work (power outputted) to the shaft power input of the pump. 
This relation can be shown as 휂 = 푌푄퐻푃 
푃푠ℎ푎푓푡 
The performance of a pump is highly dependent on the impeller and casing geometry, the 
rotational speed, the size of the pump and the properties of the flowing speed. However, it is 
not necessary to vary all these factors in order for one to be able to determine the performance 
of a pump. Two geometrically identical pumps with flow rates adjusted so that the ratio of 
tangential to radial fluid velocities is the same are said to be homologous. Homologous pumps
are known to have geometrical similarity and are also known to have the following 
dimensionless parameters the same. 
휋1 = 
푄 
푁퐷3 
휋2 = 
푔퐻 
푁2퐷2 
Where N is the angular speed and D the diameter. The Diameter is taken as a measure of the length 
scale of the pump in question. A larger diameter indicates that all the other dimensions of the pump are 
relatively larger. The outer diameter of the impeller is normally used. These relationships make it 
possible to estimate the performance of a pump of known diameter by testing another pump with a 
different diameter. It also becomes possible to determine the effects of a changing angular speed. This 
scaling, however, is not perfect and a few errors are expected of it. 
Materials Used 
For the effectiveness of the process, a number of equipment and materials had to be availed. These are 
as they have been listed below. 
o A Centrifugal pump 
o An Electric board comprised of an ammeter, a voltmeter and a power factor meter 
o A V-notch with a hook gauge 
o Pressure gauges on a suction pipe and a delivery pipe 
o A thermometer 
The apparatus were arranges in a set-up as shown below.
The set-up was arranged such that when the operation was started, all values are read simultaneously 
for effectiveness of the process. The set-up was checked for correct layout with a few tests after which 
the actual experiment was started and data collected. 
Procedure 
The temperature of the water was first measured after which the crest level of the v-notch was 
measured using the hook-gauge. The operation of the pump was started with the gate valve closed after 
which the gate valve was slowly opened and a small discharge set. The head above the v-notch was 
measured using the hook gauge after it was clear that the flow had become steady. The readings of the 
pressure gauges, voltmeter, ammeter and the power factor meter were recorded on the data sheet. The 
procedure was repeated after the discharge was increased with the gate valve. 
Theoretical Knowledge pertaining to the experiment 
A pump is a device that supplies energy to a fluid. The effect of supplying energy can be s tudied via the 
mechanical energy equation. 
Δ퐸 + Δ 
푝 
휌 
+ 
푔 
푔푐 
Δ푧 + Δ [ 
푉2 
2훼푔푐 
] + Σ퐹 = 푄ℎ − 푊푠 
The equation neglects all shearing stresses. The power supplies in a system originate from a change in 
pressure since pressure at section 2 is greater than the pressure at section 1. It also originates from the 
change in level, change in kinetic energy and frictional changes. 
In this experiment, it is assumed that there are no internal energy changes, no kinetic energy change, 
zero heat generation and zero significant change in height. As such, the energy balance changes to 
Δ 
푝 
휌 
+ + Σ퐹 = − 푊푠 
The actual shaft work done, therefore, is the total work done minus the frictional losses. 
푊푠 = 푊푇 − Σ퐹 
Definition of terms related to the study 
1. Net positive suction Head (NPSH) – this is the difference between the static head at the suction 
inlet and the head at the inlet at the vapour pressure. 
2. Cavitation- this is the formation of bubbles around the impeller blades at low pressure areas 
which move and collapse at high pressure areas. This collapse causes micro-jets orientated 
towards the blade at extremely high pressure. This impact causes severe erosion of the impeller 
blades in the presence of this phenomena, noise and great vibration will be detected.
3. Efficiency – this is generally the ratio of the work done by the pump against the electrical energy 
supplied by the pump. 
Results and Tables: 
Fundamental Data 
Properties of water 
Temperature 20°C 
Density (ρ) 998.203 kg/m3 
Specific weight (w) 9788.379 N/m3 
Properties of centrifugal 
pump 
Revolution speed (N) 48.0 rev/s 
Difference of the elevation of gauges (HG) 0.290 m 
Properties of V-notch 
Half angle of V-notch (θ) 45° 
Coefficient of discharge (CdV) 0.576 
Coefficient (KV) 1.360 
Crest level (hook gauge) 0.224 m 
Efficiency of motor (ηmo) 0.8 
Operation Data 
Stag 
e 
V-notch Electric board Pressure gauges 
Gross 
Head 
(H) 
m 
Actual 
power 
(P) 
× 103watts 
Effici 
ency 
(ηo) 
Specific 
speed 
(Ns) 
Readi 
ng 
m 
Head 
(HV) 
m 
Discha 
rge 
(Q) 
× 10−3m3 
/s 
Volta 
ge 
(V) 
V 
Curre 
nt 
(A) 
A 
Power 
factor 
(Pt) 
(cos φ) 
Input 
powe 
r 
(PS) 
× 103watt 
Reading Pressure head 
Head 
differe 
nce 
( 
p2 − p1 
w 
) 
m 
Gauge 1 
(p'1) 
cmHg 
kg/cm2 
Gauge 
2 
(p'2) 
kg/cm2 
Gauge 1 
(p1/w) 
m 
Gauge 2 
(p2/w)m 
1 0.163 0.061 1.250 380 4.0 0.75 1.580 0.30 2.20 3.005 22.040 19.034 19.324 0.236 
0.149 
7 
349.34 
2 0.156 0.068 1.640 380 4.0 0.78 1.643 0.28 2.17 2.805 21.739 18.934 19.224 0.309 
0.187 
8 
401.71 
3 0.142 0.082 2.619 385 4.2 0.80 1.792 0.25 2.15 2.505 21.539 19.034 19.324 0.495 
0.276 
3 
505.65
4 0.137 0.087 3.036 385 4.3 0.81 1.858 0.24 2.12 2.404 21.238 18.834 19.124 0.568 
0.305 
9 
548.76 
5 0.130 0.094 3.684 385 4.4 0.82 1.925 0.21 2.10 2.104 21.038 18.934 19.224 0.693 
0.360 
2 
602.13 
6 0.123 0.101 4.409 385 4.6 0.83 2.037 0.17 2.09 1.703 20.938 19.235 19.525 0.843 
0.413 
7 
651.07 
7 0.116 0.108 5.213 385 4.8 0.84 2.151 0.12 2.04 1.202 20.437 19.235 19.525 0.996 
0.463 
2 
707.95 
8 0.109 0.115 6.099 380 4.9 0.85 2.193 0.02 2.00 0.200 20.036 19.836 20.126 1.202 
0.547 
9 
748.55 
9 0.098 0.126 7.664 380 5.3 0.85 2.372 0.00 1.85 0.000 18.533 18.533 18.823 1.412 
0.595 
3 
882.27 
10 0.065 0.159 13.710 385 6.5 0.86 2.982 0.00 1.11 0.000 11.120 11.120 11.410 1.531 
0.513 
5 
1717.69 
Calculations: 
Discharge 
5 
2 
Q = KVHV 
KV = 
8 
15 
CdV√2g tan θ 
Where HV = head above V-notch, 
CdV = coefficient of discharge of V-notch, 
θ = half angle of V-notch, 
KV = coefficient of V-notch. 
Sample calculation 
5 
2 
Q = KVHV 
Q = 1.360 ∗ 0.061 
5 
2 
Q=1.250 
Input power 
The motor in the hydraulics laboratory is a three-phase motor. The power supplied to the 
shaft of the pump (Ps) is known as follows: 
PS = √3AVPtηmo … . (13.3)
Where A = current (Ampere), 
V = voltage (volt), 
Pt = power factor(= cos φ), 
ηmo = efficiency of motor. 
Sample calculation 
PS = √3 ∗ 4.0 ∗ 380 ∗ 0.75 ∗ 0.8 
PS =1.580 
Gross head 
H = 
p2 
ρg 
− 
p1 
ρg 
+ HG 
Sample calculation 
H = 22.040 − 3.005 + 0.290 
H = ퟏퟗ. ퟑퟐퟒ퐦 
Overall efficiency 
ηO = 
ρQgH 
PS 
× 100(%) 
Sample calculation 
ηO = 
998.203 ∗ 1.250 ∗ 9.81 ∗ 19.324 
1.580 
× 100(%) 
ηO = ퟏퟒ. ퟗퟏ% 
1) Specific speed 
The specific speed of a pump is defined as 
NS = 
NQ 
1 
2 
H 
3 
4 
NS = ퟑퟒퟗ. ퟑퟒ
Discussions 
From the results herein obtained and recorded, a graph relaying the characteristic curves of the 
pump under study was developed. The curve indicated the peak capabilities of the pump in terms 
of head and efficiency thereby indicating the performance properties. 
Graph obtained from the results is as below. 
150 
Perfomance Curves of Pump 
y = -0.1132x2 + 0.9751x + 21.842 
y = -0.7885x2 + 15.476x - 1.3098 
130 
110 
90 
70 
50 
30 
10 
25 
20 
15 
Head (m) 
10 
5 
0 
0 2 4 6 8 10 12 14 
Efficiency (%) 
Discharge (m3/s) 
Head Input Power Efficiency Poly. (Head) Poly. (Efficiency) 
From this graph, it is correct to indicate that the maximum efficiency of the pump is about76%. 
The pump is also capable of producing a maximum head of about 24metres 
During the design of the pump basis is placed on the power so that the power so that the 
functionality of the pump produces the highest power output, which is usually not too far from 
the range of acceptable efficiencies. This is quite evident in the graph obtained.
Similarly, specific speed for this pump was determined so as to estimate its peak values too. The 
graph obtained was as below. 
graph of 휂O vs. Ns 
y = -401.91x2 + 456.35x - 48.108 
90 
80 
70 
60 
Efficiency % 
50 
40 
30 
20 
10 
0 
0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 
specific speed Ns 
The specific speed obtained for the highest efficiency value is quite low for this size of pump. 
This is an indication of the presence of some error in the values obtained. 
The peak specific speed obtained from this graph is 0.56 
Conclusion 
The experiment was generally a success since characteristic curves of the pump were obtained. 
The graph obtained indicates the peak capabilities of the pump. 
However, the values obtained were not specifically accurate and. a such, the graphical 
representation too. 
Errors must have occurred in the system as a result of leakages in the system, friction and 
erroneous and inaccurate recording and reading of values during the experiment. Possibly, errors 
could also have been as a result of incorrect calculations and compilation of otherwise correctly 
recorded data. 
As such, a lot of care was taken during the collection of data and during the compilation of the 
results so as to reduce the margin of error expected at the final issue of the report. 
It is further recommended that the experiment be repeated if more accurate data is required for 
the study of the performance characteristics of the centrifugal pump. This can be performed 
under controlled conditions that ensure little margin of error. Such a condition would include 
reducing the size of groups involved in the exercise.
References 
1. Kumar, S., Gandhi, B. K., & Mohapatra, S. K. (2014). Performance Characteristics of 
Centrifugal Slurry Pump with Multi-Sized Particulate Bottom and Fly Ash Mixtures. 
Particulate Science and Technology, (just-accepted). 
2. Marrero, T. R. Project-based Learning: Centrifugal Pump Operations. 
3. Kumar, S., Gandhi, B. K., & Mohapatra, S. K. (2014). Performance Characteristics of 
Centrifugal Slurry Pump with Multi-Sized Particulate Bottom and Fly Ash Mixtures. 
Particulate Science and Technology, (just-accepted).

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Performance of a_centrifugal_pump_autosaved

  • 1. JOMO KENYATTA UNIVERSITY OF AGRICULTURE AND TECHNOLOGY 2014 PERFORMANCE OF A CENTRIFUGAL PUMP EXPERIMENTAL ANALYSIS OF A ROTORDYNAMIC PUMP MIMISA DICKENS EN251-0305/2011 C I V I L , C O N S T R U C T I O N A N D E N V I R O N ME N T A L E N G I N E E R I N G D E P A R T ME N T
  • 2. Abstract The results of an experiment carried out to investigate the theory of a Rotor dynamic pump and to determine the relationship between the head, discharge, the input power and the efficiency of a centrifugal pump under the prescribed revolution speed are presents with much focus on the specific aspects mentioned. This paper represents experimental study work carried out on centrifugal pump. Vibrations and noise are both pre dominant due to hydraulic effects. The pump system used allows for parametric variation of discharge. Data acquired are manually compiled and analyzed, reduced and presented into a form that can be typically used to analyze pump characteristics. Reduced data is used in determining the characteristic curve of the pump and to indicate the relationship between the efficiency and flow rate and power. Introduction Centrifugal pumps are classified as rotary type of pumps in which a dynamic pressure developed enables the lifting of water to great heights. The history of pumps dates back to the ancient day of technological development in Egypt where the locals used water wheels with buckets mounted on them to move water for the purposes of irrigation. It was not until the late 1600’s that true centrifugal pumps were developed by Denis Papin, a French boy, who developed the hydraulic device though with straight vanes. John G. Appold introduces the curved vane in 1851 thereby improving the efficiency of the hydraulic device. It has been rapidly superseding the other types of pumps over the years and is seemingly the most used kind of pump. It is most suited for situations requiring moderate to high flow rates and modest increases in pressure. They are majorly used in municipal water supply systems, circulating water heating and cooling systems applied in buildings, pump system in dish and cloth washing machines and for pumping cooling water in automobile engines. Positive displacement pumps are more suited for high pressure-low flow applications. Flow rate is a function of rotational speed and has negligible dependence on pressure rise. They are also used to supply oil under very high pressure for hydraulic actuators such as those on large earth moving machines. Below is a sketch of a typical centrifugal pump. Fluid which flows into the impeller within the inner radius is given a significant momentum and kinetic energy thus enabling it to flow radially
  • 3. outwards at a higher momentum and kinetic energy. As it leaves the outer radius of the impeller, it is slowed down leading to a significant increase in pressure that was initially aimed for the system. The actual head (H) produced by a centrifugal pump if dependant on the flow-rate (Q). The head-flow relationship can be easily determined by selecting appropriate impeller geometry. Pumps are normally designed in a way that head reduces with an increase in flow for the purpose of a stable flow rate when the pump is connected to a piping system. A typical head-flow curve for a pump is as indicated below. The result of the application of the mechanical energy equation applied on two sections of a piping system proves that 퐻푃 + 푉2 1 2푔 + 푃1 훾 + 푍1 = ℎ1 + 푉2 2 2푔 + 푃2 훾 + 푍2 Where 퐻푃 is the pump head and ℎ1 = total head loss in the piping length under study. The others are the pressure head and the velocity head of the system. For any given pump operating at a given rotational speed, there is always only one operating point where the geometry of the impeller blades is an optimum. When this is combined with the other forces an efficiency of the system is obtained which is a function of the rate of flow. The efficiency is the ratio of the fluid work (power outputted) to the shaft power input of the pump. This relation can be shown as 휂 = 푌푄퐻푃 푃푠ℎ푎푓푡 The performance of a pump is highly dependent on the impeller and casing geometry, the rotational speed, the size of the pump and the properties of the flowing speed. However, it is not necessary to vary all these factors in order for one to be able to determine the performance of a pump. Two geometrically identical pumps with flow rates adjusted so that the ratio of tangential to radial fluid velocities is the same are said to be homologous. Homologous pumps
  • 4. are known to have geometrical similarity and are also known to have the following dimensionless parameters the same. 휋1 = 푄 푁퐷3 휋2 = 푔퐻 푁2퐷2 Where N is the angular speed and D the diameter. The Diameter is taken as a measure of the length scale of the pump in question. A larger diameter indicates that all the other dimensions of the pump are relatively larger. The outer diameter of the impeller is normally used. These relationships make it possible to estimate the performance of a pump of known diameter by testing another pump with a different diameter. It also becomes possible to determine the effects of a changing angular speed. This scaling, however, is not perfect and a few errors are expected of it. Materials Used For the effectiveness of the process, a number of equipment and materials had to be availed. These are as they have been listed below. o A Centrifugal pump o An Electric board comprised of an ammeter, a voltmeter and a power factor meter o A V-notch with a hook gauge o Pressure gauges on a suction pipe and a delivery pipe o A thermometer The apparatus were arranges in a set-up as shown below.
  • 5. The set-up was arranged such that when the operation was started, all values are read simultaneously for effectiveness of the process. The set-up was checked for correct layout with a few tests after which the actual experiment was started and data collected. Procedure The temperature of the water was first measured after which the crest level of the v-notch was measured using the hook-gauge. The operation of the pump was started with the gate valve closed after which the gate valve was slowly opened and a small discharge set. The head above the v-notch was measured using the hook gauge after it was clear that the flow had become steady. The readings of the pressure gauges, voltmeter, ammeter and the power factor meter were recorded on the data sheet. The procedure was repeated after the discharge was increased with the gate valve. Theoretical Knowledge pertaining to the experiment A pump is a device that supplies energy to a fluid. The effect of supplying energy can be s tudied via the mechanical energy equation. Δ퐸 + Δ 푝 휌 + 푔 푔푐 Δ푧 + Δ [ 푉2 2훼푔푐 ] + Σ퐹 = 푄ℎ − 푊푠 The equation neglects all shearing stresses. The power supplies in a system originate from a change in pressure since pressure at section 2 is greater than the pressure at section 1. It also originates from the change in level, change in kinetic energy and frictional changes. In this experiment, it is assumed that there are no internal energy changes, no kinetic energy change, zero heat generation and zero significant change in height. As such, the energy balance changes to Δ 푝 휌 + + Σ퐹 = − 푊푠 The actual shaft work done, therefore, is the total work done minus the frictional losses. 푊푠 = 푊푇 − Σ퐹 Definition of terms related to the study 1. Net positive suction Head (NPSH) – this is the difference between the static head at the suction inlet and the head at the inlet at the vapour pressure. 2. Cavitation- this is the formation of bubbles around the impeller blades at low pressure areas which move and collapse at high pressure areas. This collapse causes micro-jets orientated towards the blade at extremely high pressure. This impact causes severe erosion of the impeller blades in the presence of this phenomena, noise and great vibration will be detected.
  • 6. 3. Efficiency – this is generally the ratio of the work done by the pump against the electrical energy supplied by the pump. Results and Tables: Fundamental Data Properties of water Temperature 20°C Density (ρ) 998.203 kg/m3 Specific weight (w) 9788.379 N/m3 Properties of centrifugal pump Revolution speed (N) 48.0 rev/s Difference of the elevation of gauges (HG) 0.290 m Properties of V-notch Half angle of V-notch (θ) 45° Coefficient of discharge (CdV) 0.576 Coefficient (KV) 1.360 Crest level (hook gauge) 0.224 m Efficiency of motor (ηmo) 0.8 Operation Data Stag e V-notch Electric board Pressure gauges Gross Head (H) m Actual power (P) × 103watts Effici ency (ηo) Specific speed (Ns) Readi ng m Head (HV) m Discha rge (Q) × 10−3m3 /s Volta ge (V) V Curre nt (A) A Power factor (Pt) (cos φ) Input powe r (PS) × 103watt Reading Pressure head Head differe nce ( p2 − p1 w ) m Gauge 1 (p'1) cmHg kg/cm2 Gauge 2 (p'2) kg/cm2 Gauge 1 (p1/w) m Gauge 2 (p2/w)m 1 0.163 0.061 1.250 380 4.0 0.75 1.580 0.30 2.20 3.005 22.040 19.034 19.324 0.236 0.149 7 349.34 2 0.156 0.068 1.640 380 4.0 0.78 1.643 0.28 2.17 2.805 21.739 18.934 19.224 0.309 0.187 8 401.71 3 0.142 0.082 2.619 385 4.2 0.80 1.792 0.25 2.15 2.505 21.539 19.034 19.324 0.495 0.276 3 505.65
  • 7. 4 0.137 0.087 3.036 385 4.3 0.81 1.858 0.24 2.12 2.404 21.238 18.834 19.124 0.568 0.305 9 548.76 5 0.130 0.094 3.684 385 4.4 0.82 1.925 0.21 2.10 2.104 21.038 18.934 19.224 0.693 0.360 2 602.13 6 0.123 0.101 4.409 385 4.6 0.83 2.037 0.17 2.09 1.703 20.938 19.235 19.525 0.843 0.413 7 651.07 7 0.116 0.108 5.213 385 4.8 0.84 2.151 0.12 2.04 1.202 20.437 19.235 19.525 0.996 0.463 2 707.95 8 0.109 0.115 6.099 380 4.9 0.85 2.193 0.02 2.00 0.200 20.036 19.836 20.126 1.202 0.547 9 748.55 9 0.098 0.126 7.664 380 5.3 0.85 2.372 0.00 1.85 0.000 18.533 18.533 18.823 1.412 0.595 3 882.27 10 0.065 0.159 13.710 385 6.5 0.86 2.982 0.00 1.11 0.000 11.120 11.120 11.410 1.531 0.513 5 1717.69 Calculations: Discharge 5 2 Q = KVHV KV = 8 15 CdV√2g tan θ Where HV = head above V-notch, CdV = coefficient of discharge of V-notch, θ = half angle of V-notch, KV = coefficient of V-notch. Sample calculation 5 2 Q = KVHV Q = 1.360 ∗ 0.061 5 2 Q=1.250 Input power The motor in the hydraulics laboratory is a three-phase motor. The power supplied to the shaft of the pump (Ps) is known as follows: PS = √3AVPtηmo … . (13.3)
  • 8. Where A = current (Ampere), V = voltage (volt), Pt = power factor(= cos φ), ηmo = efficiency of motor. Sample calculation PS = √3 ∗ 4.0 ∗ 380 ∗ 0.75 ∗ 0.8 PS =1.580 Gross head H = p2 ρg − p1 ρg + HG Sample calculation H = 22.040 − 3.005 + 0.290 H = ퟏퟗ. ퟑퟐퟒ퐦 Overall efficiency ηO = ρQgH PS × 100(%) Sample calculation ηO = 998.203 ∗ 1.250 ∗ 9.81 ∗ 19.324 1.580 × 100(%) ηO = ퟏퟒ. ퟗퟏ% 1) Specific speed The specific speed of a pump is defined as NS = NQ 1 2 H 3 4 NS = ퟑퟒퟗ. ퟑퟒ
  • 9. Discussions From the results herein obtained and recorded, a graph relaying the characteristic curves of the pump under study was developed. The curve indicated the peak capabilities of the pump in terms of head and efficiency thereby indicating the performance properties. Graph obtained from the results is as below. 150 Perfomance Curves of Pump y = -0.1132x2 + 0.9751x + 21.842 y = -0.7885x2 + 15.476x - 1.3098 130 110 90 70 50 30 10 25 20 15 Head (m) 10 5 0 0 2 4 6 8 10 12 14 Efficiency (%) Discharge (m3/s) Head Input Power Efficiency Poly. (Head) Poly. (Efficiency) From this graph, it is correct to indicate that the maximum efficiency of the pump is about76%. The pump is also capable of producing a maximum head of about 24metres During the design of the pump basis is placed on the power so that the power so that the functionality of the pump produces the highest power output, which is usually not too far from the range of acceptable efficiencies. This is quite evident in the graph obtained.
  • 10. Similarly, specific speed for this pump was determined so as to estimate its peak values too. The graph obtained was as below. graph of 휂O vs. Ns y = -401.91x2 + 456.35x - 48.108 90 80 70 60 Efficiency % 50 40 30 20 10 0 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 specific speed Ns The specific speed obtained for the highest efficiency value is quite low for this size of pump. This is an indication of the presence of some error in the values obtained. The peak specific speed obtained from this graph is 0.56 Conclusion The experiment was generally a success since characteristic curves of the pump were obtained. The graph obtained indicates the peak capabilities of the pump. However, the values obtained were not specifically accurate and. a such, the graphical representation too. Errors must have occurred in the system as a result of leakages in the system, friction and erroneous and inaccurate recording and reading of values during the experiment. Possibly, errors could also have been as a result of incorrect calculations and compilation of otherwise correctly recorded data. As such, a lot of care was taken during the collection of data and during the compilation of the results so as to reduce the margin of error expected at the final issue of the report. It is further recommended that the experiment be repeated if more accurate data is required for the study of the performance characteristics of the centrifugal pump. This can be performed under controlled conditions that ensure little margin of error. Such a condition would include reducing the size of groups involved in the exercise.
  • 11. References 1. Kumar, S., Gandhi, B. K., & Mohapatra, S. K. (2014). Performance Characteristics of Centrifugal Slurry Pump with Multi-Sized Particulate Bottom and Fly Ash Mixtures. Particulate Science and Technology, (just-accepted). 2. Marrero, T. R. Project-based Learning: Centrifugal Pump Operations. 3. Kumar, S., Gandhi, B. K., & Mohapatra, S. K. (2014). Performance Characteristics of Centrifugal Slurry Pump with Multi-Sized Particulate Bottom and Fly Ash Mixtures. Particulate Science and Technology, (just-accepted).