Hydraulic Jump Sequent Depth
Downstream conjugate depth of a hydraulic jump in a horizontal rectangular channel from upstream depth and Froude number.
Description
Downstream conjugate depth of a hydraulic jump in a horizontal rectangular channel from upstream depth and Froude number.
Hydraulic Jump Sequent Depth: Downstream conjugate depth of a hydraulic jump in a horizontal rectangular channel from upstream depth and Froude number.
When to use Hydraulic Jump Sequent Depth
Use this engineering calculation for a transparent preliminary estimate or independent arithmetic check when geometry, materials, loads, operating conditions, and units are defined consistently.
- Upstream Depth Meters (m)
- Required number input.
- Upstream Froude Number
- Required number input.
How Hydraulic Jump Sequent Depth works
Downstream conjugate depth of a hydraulic jump in a horizontal rectangular channel from upstream depth and Froude number. The tool evaluates the supplied inputs together and returns the named outputs below; it does not infer omitted operating conditions or change the units shown.1
- Downstream Depth Meters (m)
- The resulting downstream depth meters returned as a number.
Limitations and assumptions
- Hydraulic equations require consistent datum, fluid properties, geometry, roughness, flow regime, and loss coefficients. Cavitation, air entrainment, unsteady flow, fittings, sediment, free-surface effects, and pump behavior may require a network or numerical model.
- Use finite inputs in the displayed units and preserve more precision than the final presentation requires. Independently verify safety-critical, financial, compliance, or production decisions.
Alternative or Complementary approaches
Check assumptions against drawings, measurements, current material data, and the applicable design code. Apply required load combinations and safety factors, then obtain qualified review and testing for consequential designs.
References
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Fluid mechanics — Wikipedia contributors
Similar or alternative tools
- Froude Number Open Channel
Open-channel Froude number v/√(gD), where D is hydraulic depth.
- Critical Depth Rectangular
Critical depth of rectangular open-channel flow from unit-width discharge q: yc=(q²/g)^(1/3).
- Manning Flow Rate
Open-channel discharge from Manning n, flow area, hydraulic radius and energy slope in SI units.