Pump Sizing Basics & System Head Curves

Pump Sizing Basics & System Head Curves

CHAPTER SUMMARY


Chapter 1: Why Use a Pump?

  1. Pumps allow us to move water from a low elevation to a high elevation, overcoming gravity.
  2. Pumps can provide cost savings compared to gravity-based systems, such as smaller pipe diameters and lower excavation costs.
  3. Pumps enable flow equalization and allow for alternative treatment systems like low-pressure sewer and drip systems.

Chapter 2: Pump Styles and Sizing Considerations

  1. Different pump styles include sump pumps, sewage pumps, grinder pumps, and effluent pumps, each with unique characteristics.
  2. Key questions to ask when sizing a pump include electrical conditions, cord lengths, application type, and what is being pumped.
  3. Determining design flow, static head, friction head, and operating head are crucial for proper pump sizing.

Chapter 3: Pump Performance Curves and Sizing

  1. Pump performance curves show the relationship between flow and total dynamic head.
  2. Undersizing a pump can lead to overflow and clogging issues, while oversizing can result in short cycling and higher power consumption.
  3. The traditional method of sizing a pump involves determining the design point and selecting a pump based on the pump performance curve.

Chapter 4: System Head Curves

  1. System head curves show how the pressure changes as the flow changes through the system.
  2. System head curves are derived using the Hazen-Williams equation and account for static head, friction head, and operating head.
  3. System head curves can be used to optimize the system design, adjust pipe sizes or lengths, and determine the actual operating point of the selected pump.

Chapter 5: Addressing Low Head Situations and VFDs

  1. In low head situations, introducing more friction into the system can help the pump operate within its optimal range.
  2. Considering critical locations, such as high and low points in the system, is important when using system head curves.
  3. VFDs can be used in variable flow applications, but their effectiveness is reduced when the static head is more than 50% of the total dynamic head or the system curve is flat.