Hydraulic Jump Calculator
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Fluid calculations are especially sensitive to density, viscosity, geometry, pressure conventions, and unit systems. Hydraulic Jump Calculator narrows that problem to the relationship used on this page, making the displayed downstream depth easier to audit against the inputs and the governing equation.
What this calculator does
The Hydraulic Jump Calculator uses Gravitational acceleration (g), Channel width (B), Discharge (Q), Upstream depth (y₁) to estimate the page’s Downstream depth from the fluid-mechanics relationship below. It is meant for a defined geometry and property set, so the useful part is not just the headline number but also whether your density, viscosity, dimensions, pressure reference, and flow convention match the model.
How to use it
Start with the fields that actually drive this result: Gravitational acceleration (g), Channel width (B), Discharge (Q), Upstream depth (y₁). Keep units consistent with the menus beside the fields and avoid mixing values measured under different conditions. After calculating, change one input at a time if you are comparing scenarios; that makes cause-and-effect much easier to see.
How the calculation works
For a rectangular channel, the page finds upstream Froude number and uses the conjugate-depth relation y2 = ½y1[√(1+8Fr1²) − 1]. Upstream velocity can be derived from discharge, width, and depth.
Example
Using the page’s default example (Gravitational acceleration (g) = 9.80665 m/s²; Channel width (B) = 1 m; Discharge (Q) = 1 m³/s; Upstream depth (y₁) = 0.5 m), the calculator reports Downstream depth of 0.435847 m. Change one driving input at a time and confirm the result moves in the direction predicted by the equation; that is a quick way to catch a unit or mode mistake.
How to interpret the result
Interpret the Downstream depth within the fluid, geometry, pressure reference, and property values you entered. A numerically plausible answer can still be physically wrong if gauge/absolute pressure, diameter/radius, viscosity type, or unit convention is mismatched, so compare the result with the assumptions as well as the formula.
Limitations and notes
Real flows can add turbulence, fittings, entrance/exit losses, compressibility, cavitation, surface roughness, temperature-dependent properties, and geometry effects beyond a compact equation. Recheck units and pressure conventions, then use measured data or an appropriate standard for critical design work. For the Hydraulic Jump case on this page, keep that check tied to the displayed inputs rather than carrying the same assumption over from a different calculator.
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