FLUID & PUMP DATA
Flow & Fluid Properties
m³/hr
—
—
°C
mPa·s
Reference only — pipe friction here comes from ΔP1/ΔP2, not from this value
bara
—
e.g. 0.70 = 70 %
⬇ Suction Side
bara
mlc
bar
⬆ Discharge Side
bara
mlc
bar
PIPE SIZING & VELOCITY
⬇ Suction Line
Suction velocity
--
m/s
Select pipe size above.
⬆ Discharge Line
Discharge velocity
--
m/s
Select pipe size above.
Velocity guidelines — clean liquids, centrifugal pumps
Suction: 0.5 – 1.5 m/s optimal | up to 2.0 m/s acceptable | >2.0 m/s = cavitation risk
Discharge: 1.0 – 3.0 m/s optimal | up to 5.0 m/s acceptable | >5.0 m/s = erosion & water hammer
Suction: 0.5 – 1.5 m/s optimal | up to 2.0 m/s acceptable | >2.0 m/s = cavitation risk
Discharge: 1.0 – 3.0 m/s optimal | up to 5.0 m/s acceptable | >5.0 m/s = erosion & water hammer
📐 Formula Reference — GPSA Method
Ps = P1 + H1·g·SG/100 − ΔP1
Pd = P2 + H2·g·SG/100 + ΔP2
TDH = (Pd − Ps) / (g·SG/100) [mlc]
NPSHav = (Ps − Pv) / (g·SG/100) [mlc]
Pshaft = Q·ΔP·100 / (3600·η) [kW]
Pmotor = Pshaft × 1.15 → IEC standard size
Pd = P2 + H2·g·SG/100 + ΔP2
TDH = (Pd − Ps) / (g·SG/100) [mlc]
NPSHav = (Ps − Pv) / (g·SG/100) [mlc]
Pshaft = Q·ΔP·100 / (3600·η) [kW]
Pmotor = Pshaft × 1.15 → IEC standard size
SYSTEM SCHEMATIC
Suction Vessel
P1 = -- bara
H1 = -- mlc
ΔP1 = -- bar
suction
discharge
Discharge Vessel
P2 = -- bara
H2 = -- mlc
ΔP2 = -- bar
Enter input data and click ▶ CALCULATE TDH to see results.
TDH — Total Dynamic Head
—
[ metres liquid column — mlc ]
Differential Pressure
—bar
NPSHav
—mlc
Theoretical Power
—kW
Break Power (shaft)
—kW
Motor Size — IEC Standard
—kW
Step-by-step Calculation ▸
Sizing note: TDH is the head the pump must develop at rated flow. Always verify NPSHav > NPSHr + 0.5 mlc margin.
Motor size selected as the next IEC standard frame above Pshaft × 1.15.