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Fan & Pump Affinity Laws

The affinity laws predict how a centrifugal machine — fan, blower or pump — responds to a change in speed, impeller diameter or fluid density. They follow from geometric similarity and constant efficiency, and they are identical in form for fans and pumps. The power law is cubic, which is the entire economic case for variable-speed drives.

Speed Change (same impeller, same fluid)

QuantityRelationRatio form
Flow — Q (cfm or gpm)Q ∝ NQ₂/Q₁ = N₂/N₁
Head or pressure — H, ΔpH ∝ N²H₂/H₁ = (N₂/N₁)²
Shaft power — PP ∝ N³P₂/P₁ = (N₂/N₁)³
Efficiency — η≈ constantassumed unchanged

What the Cube Law Actually Buys

SpeedFlowHead / pressurePowerPower saved
100%100%100%100%
90%90%81%72.9%27%
80%80%64%51.2%49%
70%70%49%34.3%66%
60%60%36%21.6%78%
50%50%25%12.5%87.5%

Read the 80 percent row: giving up a fifth of the flow cuts power roughly in half. This is why throttling a damper or a valve to trim flow is so wasteful compared with slowing the machine — throttling moves you up the head curve instead of down the power curve.

Sizing a lift station, not just the pump? HydroComplete carries the system curve, wet-well storage and inflow hydrograph together so the duty point holds across the whole design range.

Impeller Diameter Change (same speed)

QuantityRelationRatio form
FlowQ ∝ DQ₂/Q₁ = D₂/D₁
HeadH ∝ D²H₂/H₁ = (D₂/D₁)²
PowerP ∝ D³P₂/P₁ = (D₂/D₁)³
The diameter laws are the weaker set. Trimming an impeller does not preserve geometric similarity — the blade exit angle, tip clearance and casing relationship all change. They hold acceptably for trims within roughly 10 to 20 percent of full diameter and drift noticeably beyond that. The speed laws carry no such caveat, which is one more reason to prefer a VFD over a trim where you have the choice.

Density Change (fans and blowers)

QuantityRelationPractical effect
Volumetric flowQ ∝ ρ0Unchanged — a fan moves the same cfm regardless of density
Static pressureΔp ∝ ρFalls with altitude and with hot air
PowerP ∝ ρFalls with density — motor sized at sea level is conservative at altitude
Mass flowṁ ∝ ρThe quantity that actually matters for heat transfer and combustion

Fan curves are published at standard air, 0.075 lb/ft³ (roughly 70°F at sea level). At 5,000 ft or in a 400°F flue-gas duct the delivered pressure is materially lower, and selections made straight off the catalogue curve will fall short.

The Trap That Invalidates the Laws

Static head breaks the speed prediction. The affinity laws describe the machine. Where the machine actually lands is the intersection of its curve with the system curve. Only when the system is purely frictional — H ∝ Q², no lift — does the operating point track the affinity relations exactly. Add static lift, as almost every lift station has, and the system curve no longer passes through the origin: flow falls faster than speed, and the cube-law power saving is not realised in full. On a high-static system, slowing a pump too far reaches shut-off head and delivers no flow at all while still drawing power.

Assumptions Behind the Laws

AssumptionWhere it fails
Geometric similarityTrimmed impellers; different casing
Constant efficiency across the changeLarge speed turndown moves you off the best-efficiency point
Dynamically similar flow (same Reynolds regime)Very low speeds; viscous fluids
Incompressible flowBlowers and compressors above roughly 7 percent pressure rise
No cavitationNPSH available must still exceed NPSH required at the new point

Sources: Hydraulic Institute Standards (ANSI/HI 14.6) for centrifugal pump affinity relations. AMCA Publication 201, Fans and Systems. ASHRAE Handbook — HVAC Systems and Equipment, fan chapter. Karassik et al., Pump Handbook. The relations are exact consequences of similarity and constant efficiency; the caveats above are where the underlying assumptions, not the algebra, give way.

Run a speed or trim change: Open the affinity law calculator → · Size the driver with pump brake horsepower · Check the duty point against total dynamic head.

Related cheat sheets and tools

The affinity laws only tell you how the machine moves — you still need the system curve. Build it from Hazen-Williams or Darcy-Weisbach roughness, add fittings from minor loss K values, and total it with total dynamic head. For wastewater duty points see lift station sizing, and for the electrical side motor full-load amps and voltage drop. For pumped stormwater systems modelled end to end, see HydroComplete, the SaaS sister product to PE-Calc.

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