Hydraulic Power (P = ρgQh)

P=ρgQhP = \rho g Q h

Worked example: Water, 0.1 m^3/s up 20 m → P = 19613.3 W — press Try an example to run it live, then adjust anything.

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Hydraulic Power (P = ρgQh) explained

ρQhP

Each second, a pump moves ρQ\rho Q kilograms of fluid and raises them hh metres. The work done on that mass is ρQgh\rho Q g h joules, and since it happened in one second, that is the power. There is nothing more to the derivation than mghmgh with the mass supplied at a steady rate, which is why the equation is exact rather than empirical. What it gives is the water power — the energy actually landing in the fluid, before any machine is asked to deliver it.

Pumping 100 L/s up 20 m: P=1000×9.80665×0.1×20=19.6P = 1000 \times 9.80665 \times 0.1 \times 20 = 19.6 kW at the water. Now walk it back through the machinery. A pump running at 75% efficiency needs 26.2 kW at the shaft, and a motor at 92% draws about 28.5 kW from the panel. Run it 4000 hours a year at ten cents a kilowatt-hour and that pump costs roughly $11 400 annually in electricity — a figure that usually dwarfs the capital cost and is the real reason efficiency points are worth arguing over.

Run the equation backwards and it is hydroelectricity. The same QQ and hh falling through a turbine yield the same ρgQh\rho gQh, less the turbine's own efficiency, which is why a run-of-river plant's output can be estimated from a flow gauge and a contour map before anything is built. It is also the honest reply to most perpetual-motion schemes involving pumped water: the energy to lift it is exactly the energy available when it falls, and every real component takes a cut in both directions.

The mistake that undersizes more pumps than any other is putting the physical lift into hh. The hh this equation wants is the total dynamic head: the static lift, plus the friction loss through every metre of pipe, elbow, valve and heat exchanger, plus any residual pressure the discharge has to be delivered against. On a long or restricted run, friction can exceed the geometric lift several times over. Sizing on height alone gives a pump that produces its rated flow into an open pipe and much less into the real system.

The reverse error appears in closed loops and is just as common. A hydronic circuit's return leg gives back everything the supply leg spent lifting, so the static height cancels entirely and hh is friction alone — a pump for a thirty-storey closed loop may need only a few metres of head. Height sets the fill pressure; friction sets the pump. Three more points of arithmetic. QQ belongs in cubic metres per second, and the usual slips are a factor of 1000 from litres per second or 60 000 from litres per minute. Efficiency is not a fixed property of a pump but a curve, and a unit operating far from its best efficiency point can fall to 40% or worse, which is why throttling a valve to reduce flow is such an expensive way to control a system. And ρ is the density of what you are actually pumping — 40% glycol at 1045 kg/m³ costs about 4.5% more power for the same head and flow, before its higher viscosity adds friction on top.

Hydraulic Power (P = ρgQh) formula

P=ρgQhP = \rho g Q h
Where
  • PP= Hydraulic power (W)
  • ρ\rho= Fluid density (kg/m³)
  • QQ= Flow rate (L/min)
  • hh= Head (m)