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Centrifugal pumps
Impellers
Multistage impellers
Cross section of high speed
water injection pump
Source: www.framo.no
Water injection unit
4 MW
Source: www.framo.no
Specific speed that is used to
classify pumps
nq is the specific speed for a unit machine that
is geometric similar to a machine with the head
Hq = 1 m and flow rate Q = 1 m3
/s
43q
H
Q
nn ⋅=
qs n55,51n ⋅=
Affinity laws
2
1
2
1
n
n
Q
Q
=
2
2
1
2
2
1
2
1
n
n
u
u
H
H






=





=
3
2
1
2
1
n
n
P
P






=
Assumptions:
Geometrical similarity
Velocity triangles are the same
Exercise
sm1,11
1000
1100
Q
n
n
Q 3
1
1
2
2 =⋅=⋅=
m121100
1000
1100
H
n
n
H
2
1
2
1
2
2 =⋅





=⋅





=
kW164123
1000
1100
P
n
n
P
3
1
3
1
2
2 =⋅





=⋅





=
• Find the flow rate, head and power
for a centrifugal pump that has
increased its speed
• Given data:
ηh = 80 % P1 = 123 kW
n1 = 1000 rpm H1 = 100
m
n2 = 1100 rpm Q1 = 1 m3
/s
Exercise
• Find the flow rate, head and power
for a centrifugal pump impeller that
has reduced its diameter
• Given data:
ηh = 80 % P1 = 123 kW
D1 = 0,5 m H1 = 100 m
D2 = 0,45 m Q1 = 1 m3
/s
sm9,01
5,0
45,0
Q
D
D
Q
n
n
D
D
cBD
cBD
Q
Q
3
1
1
2
2
2
1
2
1
2m22
1m11
2
1
=⋅=⋅=
⇓
==
⋅⋅⋅Π
⋅⋅⋅Π
=
m81100
5,0
45,0
H
D
D
H
2
1
2
1
2
2 =⋅





=⋅





=
kW90123
5,0
45,0
P
D
D
P
3
1
3
1
2
2 =⋅





=⋅





=
Velocity triangles
Slip angle
Reduced cu2
Slip angle
Slip
Best efficiency point
Friction loss
Impulse loss
Power
ω⋅= MP
Where:
M = torque [Nm]
ω = angular velocity [rad/s]
( )
( )
t
1u12u2
111222
HgQ
cucuQ
coscrcoscrQP
⋅⋅⋅ρ=
ω⋅⋅−⋅⋅⋅ρ=
ω⋅α⋅⋅−α⋅⋅⋅⋅ρ=
g
cucu
H 1u12u2
t
⋅−⋅
=
In order to get a better understanding of
the different velocities that represent the
head we rewrite the Euler’s pump
equation
1u1
2
1
2
1111
2
1
2
1
2
1 cu2uccoscu2ucw ⋅⋅−+=α⋅⋅⋅−+=
2u2
2
2
2
2222
2
2
2
2
2
2 cu2uccoscu2ucw ⋅⋅−+=α⋅⋅⋅−+=
g2
ww
g2
cc
g2
uu
H
2
1
2
2
2
1
2
2
2
1
2
2
t
⋅
−
−
⋅
−
+
⋅
−
=
Euler’s pump equation
g
cucu
H 1u12u2
t
⋅−⋅
=
g2
ww
g2
cc
g2
uu
H
2
1
2
2
2
1
2
2
2
1
2
2
t
⋅
−
−
⋅
−
+
⋅
−
=
=
⋅
−
g2
uu 2
1
2
2 Pressure head due to change of
peripheral velocity
=
⋅
−
g2
cc 2
1
2
2
=
⋅
−
g2
ww 2
1
2
2
Pressure head due to change of
absolute velocity
Pressure head due to change of
relative velocity
Rothalpy
Using the Bernoulli’s equation upstream and
downstream a pump one can express the
theoretical head:
1
2
2
2
t z
g2
c
g
p
z
g2
c
g
p
H 





+
⋅
+
⋅ρ
−





+
⋅
+
⋅ρ
=
g2
ww
g2
cc
g2
uu
H
2
1
2
2
2
1
2
2
2
1
2
2
t
⋅
−
−
⋅
−
+
⋅
−
=
The theoretical head can also be expressed as:
Setting these two expression for the theoretical
head together we can rewrite the equation:
g2
u
g2
w
g
p
g2
u
g2
w
g
p 2
1
2
11
2
2
2
22
⋅
−
⋅
+
⋅ρ
=
⋅
−
⋅
+
⋅ρ
Rothalpy
The rothalpy can be written as:
( )
ttancons
g2
r
g2
w
g
p
I
22
=
⋅
⋅ω
−
⋅
+
⋅ρ
=
This equation is called the
Bernoulli’s equation for
incompressible flow in a rotating
coordinate system, or the rothalpy
equation.
Stepanoff
We will show how a centrifugal pump is designed
using Stepanoff’s empirical coefficients.
Example: H = 100 m
Q = 0,5 m3
/s
n = 1000 rpm
β2 = 22,5 o
4,22
100
5,0
1000
H
Q
nn 4343q =⋅=⋅=
1153n55,51n qs =⋅=
Specific speed:
This is a radial pump
0,1Ku =
sm3,44Hg2Ku
Hg2
u
K u2
2
u =⋅⋅⋅=⇒
⋅⋅
=
srad7,104
60
n2
=
⋅Π⋅
=ω
m85,0
2u
D
2
D
u 2
2
2
2 =
ω
⋅
=⇒⋅ω=
We choose: m17,0D5,0D 1hub =⋅=
11,0K 2m =
sm87,4Hg2Kc
Hg2
c
K 2m2m
2m
2m =⋅⋅⋅=⇒
⋅⋅
=
m038,0
cD
Q
d
dD
Q
A
Q
c
2m2
2
22
2m
=
⋅⋅Π
=
⇓
⋅⋅Π
==
u2
c2
w2
cu2
cm2
Thickness of the blade
Until now, we have not considered the thickness
of the blade. The meridonial velocity will
change because of this thickness.
( )
( )
m039,0
cszD
Q
d
dszD
Q
A
Q
c
2mu2
2
2u2
2m
=
⋅⋅−⋅Π
=
⇓
⋅⋅−⋅Π
==
We choose: s2 = 0,005 m
z = 5
m013,0
5,22sin
005,0
sin
s
s o
2
2
u ==
β
=
145,0K 1m =
sm4,6Hg2Kc
Hg2
c
K 1m1m
1m
1m =⋅⋅⋅=⇒
⋅⋅
=
u1
w1
c1= cm1
405,0
D
D
2
1
=
m34,0D405,0D405,0
D
D
21
2
1
=⋅=⇒=
m09,0
cD
Q
d
dD
Q
A
Q
c
1mm1
1
1m11
1m =
⋅⋅Π
=⇒
⋅⋅Π
==
We choose:
Dhub
m17,0D5,0D 1hub =⋅=
m27,0
2
DD
D
2
hub
2
1
m1 =
+
=
Without thickness
Thickness of the blade at
the inlet
m015,0
8,19sin
005,0
sin
s
s o
1
1
1u ==
β
=
u1
w1
Cm1=6,4 m/s
sm8,17
2
34,0
7,104
2
D
u 1
1 =⋅=⋅ω=
β1
o
1
1m
1 8,19
8,17
4,6
tana
u
c
tana =





=





=β
( )
m10,0
cszD
Q
d
1m1um1
1 =
⋅⋅−⋅Π
=
m153
81,996,0
5,323,44
g
cucu
H
h
1u12u2
=
⋅
⋅
=
⋅η
⋅−⋅
=
u2=44,3 m/s
c2
w2
cm2=4,87m/s
β2=22,5o
cu2
sm5,32
tan
c
uc
cu
c
tan
2
2m
22u
2u2
2m
2 =
β
−=⇒
−
=β
u2=44,3 m/s
c2
w2
cm2=4,87m/s
cu2
sm3,21
3,44
81,996,0100
u
gH
c
g
cu
H
2
h
2u
h
2u2
=
⋅⋅
=
⋅η⋅
=⇒
⋅η
⋅
=
o
2u2
2m
2 9,11
3,213,44
87,4
tana
cu
c
tana' =
−
=
−
=β
ooo
2slipslip 6,109,115,22' =−=β−β=β

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