Set depth and pick a fluid to compute hydrostatic pressure (gauge and absolute) and the force on a 1 m² surface.
Hydrostatic Pressure Simulator is a fundamental topic in engineering and applied physics. This interactive simulator lets you explore the key behaviors and relationships by directly manipulating parameters and observing real-time results.
By combining numerical computation with visual feedback, the simulator bridges the gap between abstract theory and physical intuition — making it an effective learning tool for students and a rapid-verification tool for practicing engineers.
The simulator is based on the governing equations of Hydrostatic Pressure Simulator. Understanding these equations is key to interpreting the results correctly.
Each parameter in the equations corresponds to a slider in the control panel. Moving a slider changes the equation's solution in real time, helping you build a direct connection between mathematical expressions and physical behavior.
In a fluid at rest, pressure rises with depth because of the weight of the fluid above. The hydrostatic pressure (gauge pressure) at depth $h$ is given by the following expression.
Gauge pressure $P = \rho g h$, absolute pressure $P_{abs} = P_0 + \rho g h$
Here $\rho$ is the fluid density, $g$ the gravitational acceleration, and $P_0$ the atmospheric pressure acting on the free surface. The pressure is determined by depth alone and does not depend on the shape of the container or the total volume of water (the hydrostatic paradox). Moreover, at a given depth the pressure acts equally in all directions. At a water depth of 10 m it increases by about 1 atmosphere ($\approx101$ kPa).
Pascal's principle: a pressure applied to an enclosed fluid is transmitted undiminished throughout the entire fluid. This is exploited in hydraulic jacks, brakes, and presses, where a small force acting over a large area yields a large force ($F_2 = F_1 \cdot A_2/A_1$).
Force on walls and floors: the force on the floor is $F = P \cdot A = \rho g h \cdot A$. In dam and tank walls the pressure increases with depth, so they are designed to be thicker toward the bottom. The point of application of the total pressure on a vertical wall (the center of pressure) lies at the centroid of the triangular distribution, a depth of $2h/3$ below the surface. With this simulator you can vary depth and density and observe how the pressure and force change.
Engineering Design: The concepts behind Hydrostatic Pressure Simulator are applied across mechanical, structural, electrical, and fluid engineering disciplines. This tool provides a quick way to estimate design parameters and sensitivity before committing to full CAE analysis.
Education & Research: Widely used in engineering curricula to connect theory with numerical computation. Also serves as a first-pass validation tool in research settings.
CAE Workflow Integration: Before running finite element (FEM) or computational fluid dynamics (CFD) simulations, engineers use simplified models like this to establish physical scale, identify dominant parameters, and define realistic boundary conditions.
Model assumptions: The mathematical model used here relies on simplifying assumptions such as linearity, homogeneity, and isotropy. Always verify that your real system satisfies these assumptions before applying results directly to design decisions.
Units and scale: Many calculation errors arise from unit conversion mistakes or order-of-magnitude errors. Pay close attention to the units shown next to each parameter input.
Validating results: Always sanity-check simulator output against physical intuition or hand calculations. If a result seems unexpected, review your input parameters or verify with an independent method.
A dam gate submerged to 8.5 m depth in freshwater (ρ=1000 kg/m³) with exposed area 12 m²: gauge pressure = 1000 × 9.81 × 8.5 = 83.35 kPa; absolute pressure = 184.68 kPa; hydrostatic force = 83.35 × 12 = 1000.2 kN acting perpendicular to the gate surface. For seawater (ρ=1025 kg/m³) at 15 m depth on a porthole (0.5 m²): gauge pressure reaches 150.8 kPa, absolute pressure 252.1 kPa, force = 75.4 kN.