Инженерия / Гидравлика
Pump power
Pump input power equals hydraulic power raised by the pump divided by pump efficiency.
Формула
Block relation from flow and head to shaft power demand.
Flow and head determine hydraulic and shaft power requirements.
Обозначения
- $P$
- Pump shaft power, W
- $\rho$
- Fluid density, kg/m^3
- $g$
- Gravitational acceleration, m/s^2
- $Q$
- Volumetric flow rate, m^3/s
- $H$
- Total head added by the pump, m
- $\eta$
- Pump efficiency, -
Условия применения
- Steady operation at a fixed operating point.
- Known total head includes both static and friction head for intended route.
- Efficiency is expressed as decimal fraction.
Ограничения
- Efficiency varies with flow and head; using a single value may oversimplify.
- Cavitation, NPSH, and mechanical losses outside the pump are not included explicitly.
- Transient starts/stops and surge events need additional dynamic modeling.
Подробное объяснение
Hydraulic power is ρgQH; dividing by efficiency gives mechanical input needed for that delivered head.
Как пользоваться формулой
- Determine Q and total head H.
- Choose efficiency η at the design point.
- Compute P and add a safety margin in motor selection.
Историческая справка
Pump power relations are core to pump stations design since the early development of water-supply networks.
Пример
ρ=1000 kg/m^3, g=9.81, Q=0.05 m^3/s, H=35 m, η=0.75 => P=1000·9.81·0.05·35/0.75 = 22.9 kW.
Частая ошибка
Confusing hydraulic power with shaft power can under-size motors.
Практика
Задачи с решением
Compute required pump power
Условие. ρ=1000 kg/m^3, Q=0.03 m^3/s, H=25 m, η=0.80.
Решение. P = 1000·9.81·0.03·25/0.80 = 9.2 kW.
Ответ. P = 9.2 kW.
Find resulting head from given power
Условие. P=5 kW, ρ=980 kg/m^3, Q=0.02 m^3/s, η=0.70, g=9.81.
Решение. H = Pη/(ρ g Q) = 5000·0.7/(980·9.81·0.02) = 1.82 m.
Ответ. H ≈ 1.82 m.
Дополнительные источники
- Stewart, R. H. (2020). Pumping Station Hydraulics.
- Karassik, I. J., et al. (2001). Pump Handbook.
Связанные формулы
Инженерия
Pressure head
Pressure head converts absolute pressure to an equivalent water column height, useful for balancing energies in flow systems.
Инженерия
Darcy–Weisbach head loss
The Darcy–Weisbach equation estimates major head loss in fully developed pipe flow using friction factor and geometric ratio.
Инженерия
Bernoulli equation (basic)
The basic Bernoulli equation links pressure head, velocity head, and elevation head along a streamline for frictionless, steady, incompressible flow.