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Physics For Engineers2D

Fluid Mechanics - Theory & Concepts - Fluid Pressure

A comprehensive overview of Fluid Mechanics explaining fluid statics, pressure, buoyancy, and fluid dynamics principles.

Open the complete lesson
Interactive engineering simulation

Hydrostatic Pressure Field & Gate Simulator

Submerge a rectangular vertical gate in a fluid field. Watch the hydrostatic pressure prism grow linearly with depth, and observe how the resultant force anchors precisely at the Center of Pressure (y_cp).

Fresh Water
Fluid Preset
Centroid Depth (hc)
5.0 m
m
1.125.0

Drag for exploration or enter an exact value. Press Enter to apply; Escape restores the current value.

Fluid Density (ρ)
1000 kg/m³
kg/m³
7001500

Drag for exploration or enter an exact value. Press Enter to apply; Escape restores the current value.

Gate Vertical Height (h)
2.0 m
m
0.56.0

Drag for exploration or enter an exact value. Press Enter to apply; Escape restores the current value.

Gate Horizontal Width (b)
1.5 m
m
0.55.0

Drag for exploration or enter an exact value. Press Enter to apply; Escape restores the current value.

Governing Formulas
Resultant Hydrostatic Force
FR=PcA=(ρghc)(bh)F_R = P_c \cdot A = (\rho g h_c) \cdot (b \cdot h)
Vertical Center of Pressure
ycp=hc+e=hc+h212hcy_{cp} = h_c + e = h_c + \frac{h^2}{12 h_c}
Submerged gate hydrostatic load profile showing center of pressure offsetFree SurfaceFrpressure increases linearly with depth (Pc = ρgh)
Pressure at Centroid (Pc)
49.05 kPa
Resultant Force (Fr)
147.15 kN
Centroid Depth (hc)
5.00 m
Center of Pressure (y_cp)
5.07 m
Model scope and verification

Use the displayed units and idealizations, then verify the governing balance or compatibility equation before interpreting the result.