PUMP TECHNOLOGY
Are we making any progress?
S. GopalakrishnanFlowserve Corporation
Pump DivisionVernon, California
PUMP DIVISION
ASME FEDSM May 31, 2001
“LARGEST PUMP”
• HIGHEST HORSEPOWER– American Electric Power John E. Amos plant– Boiler Feed Pump - Multistage, Barrel– 21,800 GPM– 11,300 ft TDH– 4160 RPM
– 63,200 HP– 1973
“LARGEST PUMP”
• HIGHEST CAPACITY– South Florida - Mill Creek– Flood Control
– 695,000 GPM– 180 RPM– 24 ft TDH– 5000 HP– 1985
“LARGEST PUMP”
• LARGEST SIZE– Grand Coulee Dam on the Columbia River– Single Stage Vertical Volute Pump– 605,000 GPM, 330 ft TDH, 200 RPM– 55,200 HP
– Volute “Diameter” ~ 21 ft– 1951
0
100
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400
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800
900
1940 1950 1960 1970 1980 1990 2000
PL
AN
T O
UT
PU
T (M
W)
FOSSIL PLANT OUTPUT (MW)
H. Ohashi: ASME FED SM 1997
POWER PLANT DEVELOPMENT
0
200
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1000
1200
1400
1940 1950 1960 1970 1980 1990 2000
PL
AN
T O
UT
PU
T (M
W)
FOSSIL PLANT OUTPUT (MW)
NUCLEAR PLANT OUTPUT (MW)
H. Ohashi: ASME FED SM 1997
POWER PLANT DEVELOPMENT
0
5
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15
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25
30
35
1940 1950 1960 1970 1980 1990 2000
PU
MP
PO
WE
R (
MW
) an
d S
TA
GE
PR
. (B
AR
)
0
200
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600
800
1000
1200
1400
PL
AN
T P
UT
PU
T (
MW
)
FOSSIL PLANT OUTPUT (MW)
NUCLEAR PLANT OUTPUT (MW)
PUMP POWER (MW)
H. Ohashi: ASME FED SM 1997
POWER PLANT DEVELOPMENT
0
10
20
30
40
50
60
70
80
1940 1950 1960 1970 1980 1990 2000
PU
MP
PO
WE
R (
MW
) an
d S
TA
GE
PR
. (B
AR
)
0
200
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600
800
1000
1200
1400
PL
AN
T P
UT
PU
T (
MW
)
FOSSIL PLANT OUTPUT (MW)
NUCLEAR PLANT OUTPUT (MW)
PUMP POWER (MW)
STAGE PR. (BAR)
H. Ohashi: ASME FED SM 1997
P. Hergt: ASME FED SM 1997
POWER PLANT DEVELOPMENT
CUSTOMER REQUIREMENTS
0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1
SUPERSYNCHRONOUS RPM
PRESSURE SURGE
RECYCLING ABILITY
SUCTION ABILITY
CONTROL RANGE
NOISE EMISSION
PRICE
EMISSION FREE
EFFICIENCY
RELIABILITY
P. Hergt: ASME FED SM 1997
ECONOMICS OFRELIABILITY
• The cost of maintaining a pumpsignificantly exceeds the first cost.
• The imperative on the manufacturer is toincrease MTBR.
CHARGE PUMP FAILURE DATA
SEALS 43%
BEARINGS13%
SHAFT13%
AUX. SYSTEMS31%
Source: NERI Smart NPP report Task 1June 2000
RELIABILITY IMPROVEMENTINITIATIVES
• ROBUST MECHANICAL DESIGN– Minimizing Vibrations
• Reduction of Forces• Elimination of resonances
– Improving cavitation resistance
RELIABILITY IMPROVEMENTAPI VIBRATION LIMITS
0
1
2
3
4
5
6
7
8
9
10
1950 1960 1970 1980 1990 2000 2010
OVERALL
FILTERED
VIB
RA
TIO
N V
EL
OC
ITY
(M
M/S
EC
)
RELIABILITYIMPROVEMENT
SR ratio
RMS(in/sec)
StaticDeflection(mils)
Double Suction Process PumpVibration Data Map
3
2
1
0
1.81.51.20.90.60.3
0.24
0.21
0.18
0.15
0.12
0.09
RELIABILITYIMPROVEMENT
DSHF Pump Vibration DataMAXIMUM BEARING HOUSING VIBRATION VERSUS FLOW RATE
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6
Q/Qbep (ratio)
New 360 degree BracketStaggered ImpellerThicker Pump FeetFlex in/ out
0.1560.120 API LIMIT
x 1.30
CURVE FIT
PUMP DIVISION
RM
S in
/sec
RELIABILITY IMPROVEMENT
0
10
20
30
40
50
60
1996 1997 1998 1999 2000
12 m
on
th r
olli
ng
MT
BR
M.L. Fontaine and E. Haflich, “Developing Fixed-Fee SealArrangements to Improve Pump Reliability” - 18th Texas A&MPump Symposium, March 2001
NPSH REQUIRED
0.00
5.00
10.00
15.00
20.00
25.00
30.00
35.00
40.00
45.00
0.8 1 1.2 1.4 1.6 1.8FLOW (m^3/sec)
NP
SH
(m
)
INCEPTION3 % HEAD DROPDAMAGE FREE
REDUCTION OF CAVITATIONDAMAGE
0
0.001
0.002
0.003
0.004
0.005
0 0.5 1 1.5 2 2.5 3 3.5
BUBBLE LENGTH (IN)
RE
LA
TIV
E E
RO
SIO
N R
AT
E
316 STEELNITRONICS 50DUPLEX
REDUCTION OF CAVITATIONDAMAGE
0
0.01
0.02
0.03
0.04
0.05
CAST IRON CA 15 CASTCARBONSTEEL
CA6NM 17-4 PH(H1150)
XCAVALLOY
MP
DR
REDUCTION OF CAVITATIONDAMAGE
• We still need a way to assess damagepotential at factory testing stage.
PRICE9%
ENERGY (NPV)83%
REPAIR COST(NPV)
8%
PRICE9%
REPAIR COST(NPV)
27%
ENERGY (NPV)64%
ECONOMICS OF EFFICIENCY
API PUMP ANSI PUMP
[ ]
j
Z
1j
1
0 mp
oe dt
t
t ??tHtQ
g?E
nC ∑=
∫+
=•
•
••••
444 3444 21321nr1
1. Power in one annual cycle
2. Cost of energy
Source: P. Wurzburger, “Energy - A basic element of Life Cycle Costing” - Einfúhrungsvortrag,Pump Users International Forum - Karlsruhe - October 2000
3. No. of years
ENERGY COST CALCULATIONMODEL
4. Net present value
ECONOMICS OF EFFICIENCY
• A project funded by the European Commission(SAVE) has concluded:
– Pump efficiencies can be improved with presenttechnology by 3 points.
– If all EU pumps are upgraded, a total of 1.1TWhr of energy can be saved. At 5 c/kWhr, thisamounts to about 50 million $ saving per year
– Basic infrastructure issues are the impedimentto this upgrade.
THEORETICAL EFFICIENCY
0.4
0.5
0.6
0.7
0.8
0.9
1
100 1000 10000
SPECIFIC SPEED
EF
FIC
IEN
CY
THEOR. MAXPRACTICAL MAX.AVERAGE
FLOW = 800 GPM
European Association of Pump Manufactureres No. 2 (1999):Attainable Efficiencies of Volute Casing Pumps
EFFICIENCY IMPROVEMENT
CALCULATED EFFICIENCES (%)
SINGLE STAGE MULTI-STAGEHydraulic Net
8RL (Baseline) 92.1 89.2 85.08RH – Design #1 91.7 86.8 84.98RH – Design #2 94.5 89.6 87.98RH - Final 94.6 89.7 88.1
HIGH PERFORMANCEEXPANDER
0
Flow (l/sec)
0
50
100
150
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250
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350
400
450
500
20 40 60 80 100 120 140 160 180 200 220 240 260 2800%
10%
20%
30%
40%
50%
60%
70%
80%
90%
100%
1800 RPM
Efficiency
Total Turbine Output
Head
Eff
icie
ncy
To
tal T
urb
ine
Ou
tpu
t (k
W)
Net
Hea
d (
met
ers)
Motor stator embeddedand sealed into rearcasing cover
Rotor Assemblywith Shaft
Pump Casing
ASSEMBLY OF SCAMP