2. 10 november 2015
Introduction
• Scale modelling testing for large submersible pumps
• Testing performed based on the ANSI/HI 9.8-2012 standard
• No scientific background of guidelines / acceptance criteria
available
• Current guidelines are black/white
(acceptable / not acceptable) and
might therefore be in some cases too
conservative
3. Introduction
Well designed pump set-up? Why?
• Ensure pump capacity
• Limited amount of vibrations and noise
• Ensure lifetime and minimum maintenance costs
• Maintain efficiency of the pump
-> Physical scale models performed to asses approach flow
10 november 2015
9. Exp. Set-up prototype pump
10 november 2015
Measurements:
• Discharge
• Head
• Input power
• Frequency (adjustable by means of VFD)
Goal:
• For different approach flows and pump speeds
the pump operation is determined:
> Q-H curve
> Q-P curve
> Q-ɳ curve
10. Model pump results
• By implementation of flow
obstructions in the pump
compartment, different approach
flows are created
10 november 2015
11. Model pump results
• By implementation of flow
obstructions in the pump
compartment, different approach
flows are created
10 november 2015
15. Preliminary conclusions
Pump performance is affected by pre-rotation in a predictable way:
• Co-swirl: Q, H, P decrease
• Counter-swirl: Q, H, P increase
• HI limit of 5 deg is safe (conservative)
> It should be used for cooling pumps, etc
> It can be exceeded for storm water pumps
• For swirl angles -10 deg < a < 10 deg deviations in Q, H, P are
about equal to allowed manufacturing tolerances
• Prolonged operation with swirl > 5 deg not recommended
• To prevent swirl:
> Control approach flow
> Install splitters
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16. Further research
Flow-conditioning sump features
• Splitters
• Corner fillets
• Bottom clearance
• Submergence
PIV (Particle Image Velocimetry)
• Detailed measurements of flow field near pumps
• Measurements of vortex strength
CFD (Computational Fluid Dynamics)
• Simulations of pump sumps
• Comparison of simulations and experiments
10 november 2015