Pressure is a scalar field. In a resting uniform fluid, pressure rises with depth because lower layers support the weight above them. Pressure is not a force by itself: it produces force only when combined with a specified surface area and normal direction.
Change depth and displaced volume. Pressure increases with depth; buoyancy is the weight of displaced fluid.
Depth 2.0 m; pressure 120620 Pa; displaced volume 0.020 m³; buoyant force 196.2 N.
The useful comparison is often Δp = ρgΔh; surface pressure cancels. For water with ρ = 1000 kg/m³, g = 9.81 m/s², and h = 2 m, the pressure increase is about 19.6 kPa. Two points at equal depth in a connected static uniform fluid have the same pressure even if their container walls curve differently. Wall forces, not a changed local equation, account for different container shapes.
To calculate net force, integrate pressure times the outward normal over the selected surface. Uniform pressure on opposite sides can cancel, while a pressure gradient produces buoyancy. The sampler reports pressure and displaced-fluid buoyancy from explicit input, but does not solve flow, density changes, or free-surface geometry.
Prediction: Doubling depth doubles the pressure increase; equal depths in the same resting uniform fluid have equal pressure regardless of container shape.
Use p₀ = 101 kPa and compare water at depths 1 m and 2 m. Predict their pressure difference before sampling. Then describe two different container shapes with marked points at equal depth. State which geometry value is irrelevant to the ideal local calculation and which area/normal data is needed for a force calculation.Hydrostatic pressure is a location-dependent scalar field. Declare density, gravity, depth coordinate, and reference surface, then distinguish local pressure from the integrated force it can produce on a specified surface.
Treat the lesson as a small function before treating it as a fact to memorize. Give every value a unit, keep only the state needed for the next step, and make the output easy to inspect.
\[\text{observable output} = f(\text{inputs},\,\text{state})\]For Pressure Fields, write down the quantities you can control, the values your program must retain, and the result a reader could inspect. In Fluids, the useful program is not the drawing: it is the smallest explicit model that makes a prediction you can test.
Prediction: changing one declared input while holding the others fixed should change only the outputs that the model connects to that input. Choose one input, predict the direction of change, then check a limiting case such as zero, a symmetric arrangement, or a familiar low-speed or small-change approximation.
This lesson is a teaching model, not a complete simulator. Before using it outside the stated question, check which interactions, scales, uncertainties, boundary conditions, and measurement limits it leaves out.
Treat Pressure Fields as a contract: named inputs and units enter a rule, the rule produces an observable result, and a known limit or invariant checks whether the implementation deserves trust.
Compute hydrostatic pressure as a scalar field that increases with depth.