Specific Speed Calculator & Impeller Selection

Enter pump speed, BEP flow and head per stage — the tool returns the four equivalent specific-speed values (Ns US, nq metric, dimensionless Ωs), classifies the impeller type on the classic selection chart, screens the suction specific speed Nss from NPSHr, and simulates the outlet velocity triangle. A pumpXSolver engineering tool.

Radial < 1500 Francis 1500–4000 Mixed flow 4000–8000 Axial > 8000 Your Ns Schematic achievable η

Results — one pump, four notations

Suction specific speed — cavitation screening

Duty point — one stage, at BEP

H is head per stage (multi-stage pumps: enter the per-stage value — specific speed is defined per stage). Ns must be evaluated at the best-efficiency point.

Suction — NPSH required at BEP (3% head drop)

Use the catalogue NPSH3% at BEP to screen the suction specific speed Nss.
U₂ blade speed Vm2 meridional V₂ absolute W₂ relative (with slip) W₂∞ infinite blades (dashed)

Triangle readouts — dimensionless

Velocity triangles — outlet, slip included

β₂ = 25° (backward-curved) and z = 6 blades fixed. Stodola slip ΔVw = π·U₂·sinβ₂/z included — the dashed triangle is the inviscid infinite-blade case.

Fixed geometry — this simulator

β₂ = 25° backward-curved  ·  z = 6 blades
Slip (Stodola): ΔVw/U₂ = π·sinβ₂/z ≈ 0.221
Euler head: He = U₂·Vw2/g = ψ·U₂²/g, ψ = Vw2/U₂
φ = Vm2/U₂ — drag the slider and watch the triangle & the readouts under the chart respond.

How it works — the four faces of specific speed

Specific speed is a single number that fixes the shape of a centrifugal stage: all geometrically similar pumps operating at similar conditions share the same specific speed, regardless of size or rotational frequency. It exists in four equivalent notations — same physics, different unit systems.

1 · Definitions

$$N_s=\frac{N\,\sqrt{Q}}{H^{3/4}}\quad\text{(US customary: rpm, gpm, ft)}\qquad\qquad n_q=\frac{N\,\sqrt{Q}}{H^{3/4}}\quad\text{(metric: rpm, m}^3\text{/s, m)}$$ $$\Omega_s=\frac{\omega\,\sqrt{Q}}{(gH)^{3/4}}\quad\text{(universal, dimensionless: rad/s, m}^3\text{/s, m)},\qquad \omega=\frac{2\pi N}{60},\;\; g=9.807\ \text{m/s}^2$$

All three are evaluated at BEP with head per stage. Note the metric nq uses flow in m³/s, not m³/h — a frequent source of factor-of-60 errors.

2 · Where the constant 2733.016 comes from

Converting the US form into the dimensionless one means converting flow (1 m³/s = 15,850.32 gpm), head (1 ft = 0.3048 m) and speed (rad/s → rpm):

$$\frac{N_s}{\Omega_s}=\underbrace{\frac{30}{\pi}}_{9.5493}\times \underbrace{\sqrt{\frac{Q_{\text{gpm}}}{Q_{\text{m}^3/\text{s}}}}}_{\sqrt{15850.32}=125.898}\times \underbrace{\frac{(g\,H_{\text{m}})^{3/4}}{H_{\text{ft}}^{3/4}}}_{(g\times 0.3048)^{3/4}=2.2733} \;=\;2733.016$$ $$\frac{n_q}{\Omega_s}=\frac{30}{\pi}\,g^{3/4}=52.93\qquad\Longrightarrow\qquad \frac{N_s}{n_q}=\frac{2733.016}{52.93}=51.64$$

So the three scales are rigidly linked: Ns = 2733.016·Ωs, nq = 52.93·Ωs, and the handy Ns = 51.64·nq. This tool computes the dimensionless Ωs from strict SI inputs and derives the others — which is why switching US ↔ SI leaves every value unchanged.

3 · Impeller type bands

Because Ωs is a similarity parameter, it alone selects the passage geometry that can run efficiently at a given (flow, head, speed) duty — this is the theoretical basis for type classification. The classic US-gpm bands used here:

$$N_s<1500\;\text{radial},\qquad 1500\le N_s<4000\;\text{Francis},\qquad 4000\le N_s<8000\;\text{mixed flow},\qquad N_s\ge 8000\;\text{axial}$$
Band (Ns US)Impeller typeGeometry & behaviour
< 1500RadialLow specific speed — narrow radial vanes, large diameter-to-width ratio (D₂/b₂ large), essentially radial through-flow. High head, modest flow; disc friction and leakage penalise small stages, so efficiency rises as Ns approaches the Francis band.
1500 – 4000Francis / vaned radial-mixedThe workhorse of single-stage process pumps: wider passage at exit, vanes continue radially to a vaned discharge — best-efficiency band of the curve family. Stable, continuously rising H–Q characteristics are easiest to achieve here.
4000 – 8000Mixed flowTrue mixed-flow impeller in a conical bowl; the passage turns from axial-induced inlet to diagonal discharge. High flow at moderate head; the H–Q curve can show a flat or unstable pocket, and power falls toward shut-off.
> 8000Axial propellerPropeller impeller with through-flow along the machine axis; hub and blades tall and narrow. Steeply rising H–Q curve with a pronounced saddle and high shut-off power — start against an open valve. Diffusion must be produced in guide vanes, not the impeller.

4 · Suction specific speed and cavitation

$$N_{ss}=\frac{N\,\sqrt{Q}}{\mathrm{NPSH}_r^{3/4}}\quad\text{(US: rpm, gpm, ft)}\qquad \Omega_{ss}=\frac{\omega\,\sqrt{Q}}{(g\cdot\mathrm{NPSH}_r)^{3/4}}\quad\text{(dimensionless)}$$

Same similarity logic applied to the suction side: Nss measures how aggressively an inlet design suppresses NPSHr (large eye area, extended inlet vanes — eventually an inducer). Screening bands for single-suction pumps on water:

Nss (US)Screening verdictMeaning
≤ 8,000ConventionalStandard end-suction impeller; trouble-free operation on cold water over the normal operating range.
8,000 – 11,000Extended suction designTwo-phase (vapour) activity in the eye becomes significant; suction recirculation, noise and NPSH-margin discipline must be engineered deliberately.
> 11,000Beyond conventional limitAbove the usual industry design limit for conventional impellers. Dedicated high-suction designs of this class exist — with an inducer up to Nss ≈ 27,000.

Ωss is the same statement in dimensionless dress (Ωss = Nss/2733.016): conventional ≈ 2.9, extended to ≈ 4.0, inducer designs to ≈ 9.9.

Worked example (handbook anchor)

Single stage at 1,780 rpm delivering 2,500 gpm at 104 ft of head. Enter N = 1780, Q = 2500, H = 104 (US view) — the calculator reproduces the published anchor values exactly:

InputValueOutputCalculatorAnchor
N1,780 rpmNs (US)2,733 (2732.9)2,733
Q (BEP)2,500 gpm = 567.8 m³/hnq (metric)52.9 (52.92)52.9
H (per stage)104 ft = 31.70 mΩs1.000 (0.9999)1.0
Impeller typeFrancis (1500 ≤ Ns < 4000)

Same machine, suction screening: catalogue NPSH3% = 14 ft gives Nss = 1780·√2500 / 140.75 = 12,296 ≈ 12,300 (anchor rounds to three figures), Ωss = 4.50 — the calculator flags it red, i.e. beyond the conventional limit and into dedicated-suction-design territory.

Engineering criteria applied