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Modification of BB1 pump vibration characteristics
to meet ISO 13709 2nd edition (API 610 11th) limits
Simon Bradshaw, Global API Product Development Manager
Simon Bradshaw, Global API Product Development Manager
Eugene Sabini, Director of Research
ITT Goulds Pumps
Seneca Falls, NY
461
Summary of the pump in question #1
Summary of the pump in question #1
API 610 designation BB1
Pump Service Cooling water circulation (through cooling towers)
Ruling Specification API 610 8th edition
Impeller diameter D2 1073mm (42.25”) rated, 1219mm (48”) maximum
Running speed 514 RPM
Flow 8400 m3/hr (36985 USGPM) rated
Design Head 40m (131.2 ft)
2
Design Head 40m (131.2 ft)
Specific Speed 50 Metric (2600 US)
Suction Specific Speed 166 Metric (8550 US)
Casing Arrangement Double volute, 180°opposed volute lips
Impeller Arrangement 6 vane double entry impeller, non staggered vanes
Bearing arrangement Sleeve radial with dual oil rings, flooded tilting pad
thrust bearing with shaft drive circulation system
462
Summary of the pump in question #2
Summary of the pump in question #2
Supplied by a different division of ITT
Factory tested September 2007
Commissioned ≈ 2008
Vibration problems seen at low flow (50 to 75% of rated) that were not seen
during factory testing
3
Site vibration values exceeded API 610 allowable levels
Pump was shipped to our R&D facility for further evaluation
463
Test
Test l
loop setup #1
oop setup #1
Backpressure
valve
Drain valve
(normally closed)
Shop Air 100 psig
(valve normally closed)
Vacuum pump
(valve normally closed)
Tower
4
Suction
valve Discharge valve
(pressure breakdown)
Pump under
test
Pump drive via
VFD & gearbox
464
Test
Test l
loop setup #2
oop setup #2
Gearbox
Pump
Motor
5
465
Initial testing results #1
Initial testing results #1
Tested with “expected” site NPSHa of 13.4m (44ft), the pump met IS0 13709
(API 610) vibration criteria of 3.0 mm/s (0.12 in/s) in the preferred region (70 to
120% of rated) and 3.9 mm/s (0.156 in/s) elsewhere
The customer requested testing to ISO 13709 2nd edition (API 610 11th) section
8.3.3.6, which requires testing at no more than 110% of rated NPSHa.
The pump was retested at the rated NPSHa of 10m (33 ft) and vibration levels
significantly exceeded the allowable vibration criteria
0.3
6
0
1
2
3
4
5
6
7
0
0.1
0.2
0.3
0% 25% 50% 75% 100% Vibration
(mm/s)
Vibration
(in/s)
% BEP Flow
Vibration @
13.4m (44ft)
NPSHa
Vibration @
10m (33ft)
NPSHa
ISO 13709
Limit
466
Initial testing results #2
Initial testing results #2
Vane pass noise
7
Broadband
hydraulic noise
467
Analysis of contributors
Analysis of contributors
1. Pump design circa 1970 intended for municipal water service (although
successful used in ISO 13709 service on prior occasions)
•6 vane design, less than ideal with a 180°volute
•Unstaggered vane design
•Impeller eye larger than optimum by modern design rules
•Suction casing area progression not optimum by modern design rules
2. Never previously required to meet ISO 13709 section 8.3.3.6 test
8
2. Never previously required to meet ISO 13709 section 8.3.3.6 test
3. Large impeller trim Shockless
Flowrate
1219mm (48”)
1073mm (42.25”)
Recirculation
onset
Reduced
flow range
before
recirculation
468
Analysis of fixes
Analysis of fixes
Fix Positives Negatives Vane
pass
vibration
Suct.
side
recirc.
Disch.
side
recirc
Used
Bull ring in the impeller ring
eye
Will suppress suction
side recirculation
Increases NPSHr at high
flows 0 ++ 0 Yes
Profile ring with artificial “A”
gap and bull ring
incorporated
Will suppress suction
side and discharge side
recirculation
Long lead time
0 ++ +++
Cutback top half casing
volute lip to 168°
Will reduce vane pass
vibration
Will increase radial thrust.
++ 0 0 Yes
V cut both casing volute lips Will reduce vane pass Reduction effect will not be
9
vibration as much as the 168°
cutback
+ 0 0 Yes
Alter the position of the
suction casing stop piece
Can improve the
uniformity of flow into
impeller and suppress
instability
Requires a CFD analysis
for correct location. Only a
small improvement
expected
0 + 0
Cast and machine and
impeller with full diameter
shrouds and trimmed vanes
Will suppress discharge
side recirculation
Long lead time
Cost 0 0 ++
Design and manufacture a
new 5/7 vane impeller with
closer to full diameter
Improves all symptoms Long lead time
Cost +++ ++ ++
469
Application of chosen Fixes #1
Application of chosen Fixes #1
A suction side restriction ring (commonly known as a “Bull Ring”), was added
to the casing.
The purpose of this ring is to limit suction side impeller recirculation
Original inlet
design
Revised inlet
design
Recirculation
10
Bull Ring
design design
Recirculation
470
Application of chosen Fixes #2
Application of chosen Fixes #2
The top half casing volute lip was cutback to create an angle of 168°relative to
the lower half volute lip.
The cutback was angled 30°to smear the pressure pul se in the time domain
11
White marks
indicate material
removed
471
Application of chosen Fixes #3
Application of chosen Fixes #3
The bottom half casing volute lip was angled 30°to smear the pressure pulse
in the time domain
12
White marks
indicate material
removed
472
Testing results after modifications #1
Testing results after modifications #1
Testing confirmed the effectiveness of the modifications at suppressing low
flow vibration behavior, but created a problem at higher flows.
So what went wrong ?
6
7
0.3
Vibration
(mm/s)
Vibration
before mods
@ 10m (33ft)
13
0
1
2
3
4
5
0
0.1
0.2
0% 25% 50% 75% 100%
Vibration
(mm/s)
Vibration
(in/s)
% BEP Flow
@ 10m (33ft)
NPSHa
Vibration after
mods @ 10m
(33ft) NPSHa
ISO 13709
Limit
473
Testing results after modifications #2
Testing results after modifications #2
A review of the NPSHr results gave a clue
The bull ring was causing significant head loss at higher flows:
•Head loss = Broadband hydraulic noise = Extra vibration
6
7
20
25
NPSHr before
mods
14
0
1
2
3
4
5
6
0
5
10
15
0% 25% 50% 75% 100%
NPSHr
(m)
NPSHr
(ft)
% BEP Flow
mods
NPSHr after
mods
474
How to fix a Bull Ring #1
How to fix a Bull Ring #1
We applied a little used variant of the bull ring, which we call the Sabini Ring
Existing bull ring
slotted to achieve
approximately
47% open area
15
Leading edge
chamfered to
reduce losses
475
Testing results after bull ring changes #1
Testing results after bull ring changes #1
Testing confirmed the effectiveness of the changes to the bull ring
Vibration was now well controlled over the whole flow range
6
7
0.2
0.3
Vibration
(mm/s)
Vibration
(in/s)
Vibration before
mods @ 10m
(33ft) NPSHa
16
0
1
2
3
4
5
0
0.1
0.2
0% 25% 50% 75% 100%
Vibration
(mm/s)
Vibration
(in/s)
% BEP Flow
Vibration after
mods @ 10m
(33ft) NPSHa
Vibration after bull
ring mods @ 10m
(33ft) NPSHa
ISO 13709 Limit
476
Testing results after modifications #2
Testing results after modifications #2
The NPSHr results also indicate the success of the final bull ring design
6
7
20
25
NPSHr before
mods
17
0
1
2
3
4
5
0
5
10
15
0% 25% 50% 75% 100%
NPSHr
(m)
NPSHr
(ft)
% BEP Flow
NPSHr after bull
ring mods
NPSHr after
mods
477
Conclusions
Conclusions
1. ISO 13709 section 8.3.3.6 testing can cause problems in older pump designs
2. Modern designs with the following are preferred:
• 5 or 7 vane impellers with 180°volutes
• 6 vane impellers with 168°volutes
• Impeller eye diameter minimized in relation the target Nss value
3. Avoid large impeller trims as these promote recirculation and give a false
indication of the true BEP (shockless) flow
18
4. Slotted bull rings offer a superior balance of recirculation suppression vs.
NPSHr increase compared to plain rings.
Thanks for your attention
478

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Modification Of Bb1 Pump Vibration Characteristics To Meet ISO 13709 2nd Edition (API 610 11th) Limits

  • 1. Modification of BB1 pump vibration characteristics to meet ISO 13709 2nd edition (API 610 11th) limits Simon Bradshaw, Global API Product Development Manager Simon Bradshaw, Global API Product Development Manager Eugene Sabini, Director of Research ITT Goulds Pumps Seneca Falls, NY 461
  • 2. Summary of the pump in question #1 Summary of the pump in question #1 API 610 designation BB1 Pump Service Cooling water circulation (through cooling towers) Ruling Specification API 610 8th edition Impeller diameter D2 1073mm (42.25”) rated, 1219mm (48”) maximum Running speed 514 RPM Flow 8400 m3/hr (36985 USGPM) rated Design Head 40m (131.2 ft) 2 Design Head 40m (131.2 ft) Specific Speed 50 Metric (2600 US) Suction Specific Speed 166 Metric (8550 US) Casing Arrangement Double volute, 180°opposed volute lips Impeller Arrangement 6 vane double entry impeller, non staggered vanes Bearing arrangement Sleeve radial with dual oil rings, flooded tilting pad thrust bearing with shaft drive circulation system 462
  • 3. Summary of the pump in question #2 Summary of the pump in question #2 Supplied by a different division of ITT Factory tested September 2007 Commissioned ≈ 2008 Vibration problems seen at low flow (50 to 75% of rated) that were not seen during factory testing 3 Site vibration values exceeded API 610 allowable levels Pump was shipped to our R&D facility for further evaluation 463
  • 4. Test Test l loop setup #1 oop setup #1 Backpressure valve Drain valve (normally closed) Shop Air 100 psig (valve normally closed) Vacuum pump (valve normally closed) Tower 4 Suction valve Discharge valve (pressure breakdown) Pump under test Pump drive via VFD & gearbox 464
  • 5. Test Test l loop setup #2 oop setup #2 Gearbox Pump Motor 5 465
  • 6. Initial testing results #1 Initial testing results #1 Tested with “expected” site NPSHa of 13.4m (44ft), the pump met IS0 13709 (API 610) vibration criteria of 3.0 mm/s (0.12 in/s) in the preferred region (70 to 120% of rated) and 3.9 mm/s (0.156 in/s) elsewhere The customer requested testing to ISO 13709 2nd edition (API 610 11th) section 8.3.3.6, which requires testing at no more than 110% of rated NPSHa. The pump was retested at the rated NPSHa of 10m (33 ft) and vibration levels significantly exceeded the allowable vibration criteria 0.3 6 0 1 2 3 4 5 6 7 0 0.1 0.2 0.3 0% 25% 50% 75% 100% Vibration (mm/s) Vibration (in/s) % BEP Flow Vibration @ 13.4m (44ft) NPSHa Vibration @ 10m (33ft) NPSHa ISO 13709 Limit 466
  • 7. Initial testing results #2 Initial testing results #2 Vane pass noise 7 Broadband hydraulic noise 467
  • 8. Analysis of contributors Analysis of contributors 1. Pump design circa 1970 intended for municipal water service (although successful used in ISO 13709 service on prior occasions) •6 vane design, less than ideal with a 180°volute •Unstaggered vane design •Impeller eye larger than optimum by modern design rules •Suction casing area progression not optimum by modern design rules 2. Never previously required to meet ISO 13709 section 8.3.3.6 test 8 2. Never previously required to meet ISO 13709 section 8.3.3.6 test 3. Large impeller trim Shockless Flowrate 1219mm (48”) 1073mm (42.25”) Recirculation onset Reduced flow range before recirculation 468
  • 9. Analysis of fixes Analysis of fixes Fix Positives Negatives Vane pass vibration Suct. side recirc. Disch. side recirc Used Bull ring in the impeller ring eye Will suppress suction side recirculation Increases NPSHr at high flows 0 ++ 0 Yes Profile ring with artificial “A” gap and bull ring incorporated Will suppress suction side and discharge side recirculation Long lead time 0 ++ +++ Cutback top half casing volute lip to 168° Will reduce vane pass vibration Will increase radial thrust. ++ 0 0 Yes V cut both casing volute lips Will reduce vane pass Reduction effect will not be 9 vibration as much as the 168° cutback + 0 0 Yes Alter the position of the suction casing stop piece Can improve the uniformity of flow into impeller and suppress instability Requires a CFD analysis for correct location. Only a small improvement expected 0 + 0 Cast and machine and impeller with full diameter shrouds and trimmed vanes Will suppress discharge side recirculation Long lead time Cost 0 0 ++ Design and manufacture a new 5/7 vane impeller with closer to full diameter Improves all symptoms Long lead time Cost +++ ++ ++ 469
  • 10. Application of chosen Fixes #1 Application of chosen Fixes #1 A suction side restriction ring (commonly known as a “Bull Ring”), was added to the casing. The purpose of this ring is to limit suction side impeller recirculation Original inlet design Revised inlet design Recirculation 10 Bull Ring design design Recirculation 470
  • 11. Application of chosen Fixes #2 Application of chosen Fixes #2 The top half casing volute lip was cutback to create an angle of 168°relative to the lower half volute lip. The cutback was angled 30°to smear the pressure pul se in the time domain 11 White marks indicate material removed 471
  • 12. Application of chosen Fixes #3 Application of chosen Fixes #3 The bottom half casing volute lip was angled 30°to smear the pressure pulse in the time domain 12 White marks indicate material removed 472
  • 13. Testing results after modifications #1 Testing results after modifications #1 Testing confirmed the effectiveness of the modifications at suppressing low flow vibration behavior, but created a problem at higher flows. So what went wrong ? 6 7 0.3 Vibration (mm/s) Vibration before mods @ 10m (33ft) 13 0 1 2 3 4 5 0 0.1 0.2 0% 25% 50% 75% 100% Vibration (mm/s) Vibration (in/s) % BEP Flow @ 10m (33ft) NPSHa Vibration after mods @ 10m (33ft) NPSHa ISO 13709 Limit 473
  • 14. Testing results after modifications #2 Testing results after modifications #2 A review of the NPSHr results gave a clue The bull ring was causing significant head loss at higher flows: •Head loss = Broadband hydraulic noise = Extra vibration 6 7 20 25 NPSHr before mods 14 0 1 2 3 4 5 6 0 5 10 15 0% 25% 50% 75% 100% NPSHr (m) NPSHr (ft) % BEP Flow mods NPSHr after mods 474
  • 15. How to fix a Bull Ring #1 How to fix a Bull Ring #1 We applied a little used variant of the bull ring, which we call the Sabini Ring Existing bull ring slotted to achieve approximately 47% open area 15 Leading edge chamfered to reduce losses 475
  • 16. Testing results after bull ring changes #1 Testing results after bull ring changes #1 Testing confirmed the effectiveness of the changes to the bull ring Vibration was now well controlled over the whole flow range 6 7 0.2 0.3 Vibration (mm/s) Vibration (in/s) Vibration before mods @ 10m (33ft) NPSHa 16 0 1 2 3 4 5 0 0.1 0.2 0% 25% 50% 75% 100% Vibration (mm/s) Vibration (in/s) % BEP Flow Vibration after mods @ 10m (33ft) NPSHa Vibration after bull ring mods @ 10m (33ft) NPSHa ISO 13709 Limit 476
  • 17. Testing results after modifications #2 Testing results after modifications #2 The NPSHr results also indicate the success of the final bull ring design 6 7 20 25 NPSHr before mods 17 0 1 2 3 4 5 0 5 10 15 0% 25% 50% 75% 100% NPSHr (m) NPSHr (ft) % BEP Flow NPSHr after bull ring mods NPSHr after mods 477
  • 18. Conclusions Conclusions 1. ISO 13709 section 8.3.3.6 testing can cause problems in older pump designs 2. Modern designs with the following are preferred: • 5 or 7 vane impellers with 180°volutes • 6 vane impellers with 168°volutes • Impeller eye diameter minimized in relation the target Nss value 3. Avoid large impeller trims as these promote recirculation and give a false indication of the true BEP (shockless) flow 18 4. Slotted bull rings offer a superior balance of recirculation suppression vs. NPSHr increase compared to plain rings. Thanks for your attention 478