Well pumps · sizing

Sizing a residential well pump by GPM and total head

Horsepower is not a size. Residential well selection starts with two numbers a curve can meet: peak flow (GPM) and total dynamic head (feet). Then you pick SQ, SQE, SP, or SQFlex inside that duty — not the other way around.

Well pumps · sizing method · not a free design

Bottom line Gather well data → estimate peak simultaneous GPM → calculate TDH → pick a published curve with margin → only then choose fixed speed vs CU constant pressure vs solar (SQFlex).
Liability line This page teaches the method. It does not invent your GPM or head. Wrong setting depth or curve selection burns motors and leaves houses dry. Prefer a licensed well contractor with a curve sheet.

1) Data you need from the well

  1. Casing diameter and total depth
  2. Static water level and expected (or tested) drawdown / yield
  3. Current or planned pump setting depth
  4. Voltage available (115 vs 230 V single-phase is not interchangeable)
  5. Sand history, iron, H₂S, aggressiveness (affects materials and treatment — not the curve math)

2) Peak flow (GPM)

Add simultaneous fixtures you actually expect: showers, laundry, irrigation zones, livestock troughs, etc. Rule-of-thumb fixture counts are starting points only. Irrigation often dwarfs indoor peaks. Softener backwash and filter flush are intermittent but can be large — see hard-water pages after the well can deliver.

3) Total dynamic head (TDH)

TDH is the sum of:

Constant-pressure SQE systems still need the pump to make setpoint pressure at the required flow. The CU does not remove head — it only varies speed within the curve.

4) Read the curve

5) Then pick the family

If…Look at…
3" or restricted casing, grid power, switch/tank OK SQ
Same, but want steadier pressure SQE + CU
4"+ casing, higher flow/head, conventional service SP
Solar / remote / hybrid energy + storage strategy SQFlex

Worked example shape (illustrative only)

Suppose indoor peak ≈ 10 GPM and you want 50 psi at the house gauge. Pumping water level is 120 ft below the gauge elevation, friction ≈ 15 ft, desired pressure ≈ 50 × 2.31 ≈ 116 ft. Rough TDH ≈ 120 + 15 + 116 = 251 ft at 10 GPM. You would then search SQ / SQE / SP curves for a point near 10 GPM @ 251 ft — not “a 1.5 HP pump.” Your numbers will differ; do not reuse 251 ft.

Getting help

Final pump selection needs your well data and a published performance curve. Talk to a licensed well contractor for design, pull/replace, and code compliance. For product questions, you can also contact R.E. Merrill & Associates.

Hard-water cross-links

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