How to Use the Water Pressure Calculator
- Hydrostatic tab: enter the depth below the water surface and pick the water type — get gauge pressure in bar, kPa, psi and atm immediately.
- Pressure ↔ Head tab: convert a pump's pressure rating into metres (or feet) of head, or a head value into pressure — essential for pump selection.
- Pressure Force tab: enter pressure plus a circular diameter (or any custom area) to get the thrust on pistons, covers, flanges and walls.
- Copy link saves your inputs in the URL; tap the depth pills for quick references like 2 m, 10 m or 100 m.
Understanding Water Pressure, Head and Force
Hydrostatic pressure is the weight of the fluid column above a point: P = ρgh. It grows linearly with depth at roughly 0.098 bar per metre of fresh water — the familiar "1 bar per 10 m" used by divers (who indeed experience about 2 bar absolute at 10 m, atmospheric included) and by submersible-pump installers sizing discharge heads. Remarkably, the shape and total volume of the container play no role (the hydrostatic paradox): a 10 m deep well and a 10 m deep ocean exert the same pressure at the bottom. Density sets the proportionality: seawater at 1025 kg/m³, warm fresh water slightly less (965 kg/m³ at 90 °C).
Pump head rewrites pressure as an equivalent column height, h = P/(ρg), because a pump's energy output is naturally measured per unit weight of fluid. At 20 °C, 1 bar corresponds to 10.21 m of water; a typical domestic booster delivering 3 bar adds about 30.7 m of head, while the same pump on denser seawater or lighter gasoline produces different pressures from the identical head rating. Always match the fluid when converting — the Head tab uses fresh water at 20 °C by convention and lets you verify round-trip consistency.
Force is pressure times area: F = P·A. Doubling a hydraulic piston's diameter quadruples the force, which is why hydraulic presses scale so effectively — 6 bar on a modest 200 mm bore already yields nearly 19 kN (about 1.9 tonnes). For large submerged surfaces (dams, tank walls, gates), pressure varies with depth; use the pressure at the centroid times the area, or integrate the triangular distribution — the exact resultant acts at two-thirds depth for rectangular walls.