Pressure setpoints for a set of pumps (Affininity Laws)

Click For Summary
SUMMARY

The discussion focuses on calculating appropriate pressure setpoints for three parallel pumps supplying cold water to a building, emphasizing the importance of adhering to local standards. The current setpoint is 750 kPa, but calculations indicate that a minimum outlet pressure of 256.01 kPa is necessary to maintain adequate flow. Utilizing affinity laws, the user explores reducing the setpoint to 650 kPa, which results in a shaft power of 1.3 kW and a flow rate of 13 cubic feet per hour. The discussion highlights the need for pump curves to accurately determine operational efficiency and suggests controlling pressure at the outlet rather than at the pump.

PREREQUISITES
  • Understanding of pump curves and their significance in pump selection.
  • Familiarity with affinity laws and their application in pump performance calculations.
  • Knowledge of pressure requirements in plumbing systems, particularly in residential buildings.
  • Basic principles of fluid dynamics, including pressure loss calculations in piping systems.
NEXT STEPS
  • Research how to obtain and interpret pump curves for accurate pump performance analysis.
  • Learn about calculating line losses in piping systems to determine necessary pump pressure.
  • Explore advanced control strategies for maintaining outlet pressure in variable flow conditions.
  • Investigate the implications of local building codes on water pressure requirements in residential settings.
USEFUL FOR

Engineers, HVAC professionals, and facility managers involved in water supply system design and optimization, particularly those focused on energy efficiency and compliance with local standards.

AbdullahS
Messages
6
Reaction score
1
TL;DR
Calculating the pressure set point required for a set of pumps serving a residential building.
Hi Guys,

The problem I am facing at the moment is to calculate the appropriate setpoint for a set of pumps supplying cold water to a building so that electricity and cost savings can be achieved.

Here is the situation:
There are three pumps connected in parallel. They are located on the ground floor of a building which is roughly 21m high. All three pumps are connected to VSDs. The pressure at the water mains is 450 kPa. The current set point is 750 kPa which results in a 3kW pump to operate at 95% speed.

The local standards mention that that minimum pressure at the farthest outlet cannot be less than 50 kPA. This means that in order to sustain the water column and provide 50 kPa of pressure, ignoring pipe loses, the pressure at the outlets of the pumps need to be 256.01 (=50 + 1000*9.81*21/1000) kPa. Surely, that does not mean that we do not need any pumps, right? I cannot get my head around how it works.

Also the nameplate of the pump indicates that its a 3kW pump with pressure head of 33.7m and flowrate of 17 cubic meters per hour. If I do reduce the pressure setpoint let's just say 650 kPa and use use affinity laws in conjunction with the the data from the name plate, I get shaft power as 1.3kW and a flow rate of 13 cubic feet per hour. Is that the correct way to go about it?

Any help on this will be greatly appreciated.

Regards,
 
Engineering news on Phys.org
AbdullahS said:
The local standards mention that that minimum pressure at the farthest outlet cannot be less than 50 kPA. This means that in order to sustain the water column and provide 50 kPa of pressure, ignoring pipe loses, the pressure at the outlets of the pumps need to be 256.01 (=50 + 1000*9.81*21/1000) kPa.

Your numbers look correct. You need to calculate and add the line losses to find what pressure is needed at the pump to get the desired pressure at the end of the pipe. As a side note, 50 kPa is very low pressure in a residential building.

The nameplate does not give enough information to properly apply a pump. You need the pump curve (search the term). You then use the affinity laws to scale that curve to different pump speeds. You find your operating point by sketching the system curve on the pump curve and finding the point of intersection.

Keep in mind that the system flow rate varies over a wide range, and the flow can change quickly. Instead of controlling pressure at the pump, you may be better off to control pressure at the end of the pipe. Then the pump would shut off completely during periods of low flow. Keep in mind that the building owner may want the pressure at the end of the pipe to be higher than that specified by the local standards in order to satisfy the residents.
 
  • Like
Likes   Reactions: AbdullahS and berkeman

Similar threads

  • · Replies 5 ·
Replies
5
Views
2K
  • · Replies 3 ·
Replies
3
Views
3K
  • · Replies 13 ·
Replies
13
Views
3K
  • · Replies 10 ·
Replies
10
Views
3K
  • · Replies 4 ·
Replies
4
Views
4K
  • · Replies 39 ·
2
Replies
39
Views
15K
  • · Replies 5 ·
Replies
5
Views
4K
Replies
2
Views
2K
  • · Replies 8 ·
Replies
8
Views
2K
  • · Replies 6 ·
Replies
6
Views
3K