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Hydraulic Jump

A hydraulic jump occurs when supercritical flow (Fr > 1) abruptly transitions to subcritical flow (Fr < 1) in open channels. This turbulent phenomenon dissipates energy and is essential for stilling basin design.

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Jump type ranges from undular (Fr 1.0โ€“1.7) to strong (Fr > 9.0) Steady jumps (Fr 4.5โ€“9.0) offer optimal energy dissipation Stilling basin length should exceed estimated jump length Tailwater depth must be sufficient to maintain jump position

Key quantities
v/โˆš(gy)
Fr
Key relation
ยฝ(โˆš(1+8Frยฒ)-1)
yโ‚‚/yโ‚
Key relation
(yโ‚‚-yโ‚)ยณ/(4yโ‚yโ‚‚)
ฮ”E
Key relation
โ‰ˆ5.2yโ‚‚ (Fr>4.5)
Lโฑผ
Key relation

Ready to run the numbers?

Why: Hydraulic jumps are critical for energy dissipation in spillways and dam outlets. Without proper stilling basin design, high-velocity flow can cause downstream erosion.

How: The Belanger equation relates sequent depth to the upstream Froude number. Momentum conservation across the jump determines the depth ratio; energy loss follows from the specific energy difference.

Jump type ranges from undular (Fr 1.0โ€“1.7) to strong (Fr > 9.0)Steady jumps (Fr 4.5โ€“9.0) offer optimal energy dissipation

Run the calculator when you are ready.

Solve the EquationCalculate sequent depth, energy loss, and jump characteristics

๐Ÿ”๏ธ Spillway Stilling Basin

Dam spillway with supercritical flow entering stilling basin

๐Ÿ’ง Dam Outlet Channel

High-velocity flow from dam outlet creating hydraulic jump

๐ŸŒŠ River Rapids Transition

Natural hydraulic jump in river rapids

๐ŸŒพ Irrigation Channel

Hydraulic jump in irrigation channel for energy dissipation

๐ŸŒง๏ธ Flood Control Structure

Flood control channel with hydraulic jump

โšก High Froude Number Jump

Strong hydraulic jump with high Froude number

Input Parameters

Please enter a valid initial depth (y1)
Please enter a valid initial depth (y1)

For educational and informational purposes only. Verify with a qualified professional.

๐Ÿ”ฌ Physics Facts

๐ŸŒŠ

Hydraulic jumps dissipate up to 70% of energy in strong jumps (Fr > 6)

โ€” ASCE

๐Ÿ“

Belanger equation derived from momentum conservation in 1828

โ€” Chow

๐Ÿ—๏ธ

Stilling basins use hydraulic jumps to protect downstream channels

โ€” USGS

โšก

Energy loss ฮ”E increases with the cube of jump height

โ€” Fluid mechanics

๐Ÿ“‹ Key Takeaways

  • โ€ข Hydraulic jumps occur when supercritical flow (Fr > 1) transitions to subcritical flow (Fr < 1)
  • โ€ข The Belanger equation calculates sequent depth: yโ‚‚/yโ‚ = (1/2)(โˆš(1 + 8Frโ‚ยฒ) - 1)
  • โ€ข Energy loss in hydraulic jumps is significant and increases with Froude number
  • โ€ข Jump type classification ranges from undular (Fr 1.0-1.7) to strong (Fr > 9.0)

What is a Hydraulic Jump?

A hydraulic jump is a phenomenon in open channel flow where a rapid, supercritical flow (high velocity, low depth) suddenly transitions to a slow, subcritical flow (low velocity, high depth). This abrupt transition creates a turbulent, roller-like surface characterized by significant energy dissipation. Hydraulic jumps are essential in hydraulic engineering for energy dissipation in spillways, dam outlets, and flood control structures.

Supercritical Flow

High velocity, low depth flow. Froude number Fr > 1.

Characteristics:

  • High velocity
  • Low depth
  • Fr > 1

Hydraulic Jump

Abrupt transition zone with turbulence and energy dissipation.

Characteristics:

  • Turbulent mixing
  • Energy dissipation
  • Surface rollers

Subcritical Flow

Low velocity, high depth flow. Froude number Fr < 1.

Characteristics:

  • Low velocity
  • High depth
  • Fr < 1

How Does Hydraulic Jump Calculation Work?

Hydraulic jump calculations use the Belanger equation (also known as the Bรฉlanger equation) to determine the sequent depth based on the upstream Froude number. The calculation involves momentum conservation, energy analysis, and empirical relationships for jump length estimation.

๐Ÿ”ฌ Calculation Methods

Using Depth and Velocity

  1. 1Measure initial depth (yโ‚) and velocity (vโ‚)
  2. 2Calculate Froude number: Frโ‚ = vโ‚/โˆš(gyโ‚)
  3. 3Apply Belanger equation: yโ‚‚/yโ‚ = (1/2)(โˆš(1 + 8Frโ‚ยฒ) - 1)
  4. 4Calculate energy loss: ฮ”E = (yโ‚‚ - yโ‚)ยณ/(4yโ‚yโ‚‚)

Using Depth and Discharge

  • Measure initial depth (yโ‚) and discharge (Q)
  • Calculate velocity: vโ‚ = Q/(b ร— yโ‚)
  • Proceed with Froude number calculation
  • Apply Belanger equation for sequent depth

When to Use Hydraulic Jump Calculator

Hydraulic jump calculations are essential for hydraulic engineers, civil engineers, and water resource professionals designing energy dissipation structures, analyzing open channel flow, and optimizing stilling basin designs.

๐Ÿ—๏ธ Engineering Applications

  • Stilling basin design for dam spillways
  • Energy dissipation in flood control structures
  • Irrigation channel design and analysis
  • Wastewater treatment plant design

๐Ÿ”ฌ Research Applications

  • Open channel flow analysis
  • Fluid mechanics research
  • Turbulence and mixing studies
  • Energy dissipation mechanisms

Key Formulas

Belanger Equation (Sequent Depth)

yโ‚‚/yโ‚ = (1/2)(โˆš(1 + 8Frโ‚ยฒ) - 1)

This fundamental equation relates the sequent depth (yโ‚‚) to the initial depth (yโ‚) based on the upstream Froude number (Frโ‚). Derived from momentum conservation principles.

Froude Number

Fr = v/โˆš(gy)

Dimensionless parameter representing the ratio of inertial forces to gravitational forces. Fr > 1 indicates supercritical flow, Fr < 1 indicates subcritical flow.

Energy Loss

ฮ”E = (yโ‚‚ - yโ‚)ยณ/(4yโ‚yโ‚‚)

Energy dissipated in the hydraulic jump. This energy loss is crucial for stilling basin design to prevent downstream erosion.

Continuity Equation

vโ‚yโ‚ = vโ‚‚yโ‚‚

Mass conservation principle applied across the jump. For unit width channels, the discharge per unit width remains constant.

Specific Energy

E = y + vยฒ/(2g)

Total energy per unit weight of fluid, consisting of potential energy (depth) and kinetic energy (velocity head). Energy decreases across the jump.

โ“ Frequently Asked Questions

What is the Belanger equation and why is it important?

The Belanger equation (yโ‚‚/yโ‚ = (1/2)(โˆš(1 + 8Frโ‚ยฒ) - 1)) is the fundamental equation for calculating sequent depth in hydraulic jumps. It relates the downstream depth to the upstream depth based on the Froude number, derived from momentum conservation principles. This equation is essential for designing stilling basins and energy dissipation structures.

What does the Froude number tell us about hydraulic jumps?

The Froude number (Fr = v/โˆš(gy)) indicates the flow regime: Fr > 1 means supercritical flow (high velocity, low depth), while Fr < 1 means subcritical flow (low velocity, high depth). Hydraulic jumps occur when supercritical flow transitions to subcritical flow. Higher Froude numbers produce stronger jumps with greater energy dissipation.

How is jump length estimated?

Jump length is estimated using empirical formulas that depend on the Froude number. For steady jumps (Fr > 4.5), Lj โ‰ˆ 5.2yโ‚‚. For oscillating jumps (2.5 < Fr < 4.5), Lj โ‰ˆ 6(yโ‚‚ - yโ‚). For weak jumps (1.7 < Fr < 2.5), Lj โ‰ˆ 8(yโ‚‚ - yโ‚). These formulas provide approximate lengths for stilling basin design.

What causes energy loss in hydraulic jumps?

Energy loss occurs due to turbulent mixing, surface rollers, and viscous dissipation in the jump region. The energy loss formula ฮ”E = (yโ‚‚ - yโ‚)ยณ/(4yโ‚yโ‚‚) shows that energy dissipation increases significantly with jump height. This energy loss is beneficial for stilling basin design as it prevents downstream erosion.

How do I design a stilling basin using hydraulic jump calculations?

Stilling basin design involves: (1) Calculating the sequent depth using the Belanger equation, (2) Estimating jump length for basin sizing, (3) Ensuring sufficient tailwater depth to maintain the jump position, (4) Adding appurtenances like baffle blocks or end sills for enhanced energy dissipation, and (5) Verifying jump stability under various flow conditions.

What is the difference between undular, weak, oscillating, steady, and strong jumps?

Jump types are classified by Froude number: Undular (Fr 1.0-1.7) has smooth surface waves with low energy loss. Weak (Fr 1.7-2.5) has small surface rollers. Oscillating (Fr 2.5-4.5) is unstable with variable length. Steady (Fr 4.5-9.0) is stable with well-defined jump and high energy dissipation. Strong (Fr > 9.0) is very turbulent with maximum energy dissipation.

Can hydraulic jumps occur in pipes or only open channels?

Hydraulic jumps primarily occur in open channels where the free surface allows depth changes. In closed conduits (pipes), similar phenomena called "hydraulic jumps in pipes" can occur, but they are less common and require special conditions. Most hydraulic jump applications are in open channel flow systems like spillways, channels, and rivers.

What does "STRONG", "MODERATE", and "WEAK" mean in the Bloomberg Terminal risk indicator?

The Bloomberg Terminal risk indicator categorizes hydraulic jump strength based on Froude number: "STRONG" (Fr > 9) indicates very turbulent jumps with maximum energy dissipation, requiring robust stilling basin design. "MODERATE" (3 < Fr โ‰ค 9) represents steady jumps with significant but manageable energy dissipation. "WEAK" (Fr โ‰ค 3) indicates weaker jumps with lower energy dissipation, suitable for gentler flow transitions.

๐Ÿ“š Official Data Sources

Open Channel Hydraulics - Ven Te Chow

Comprehensive open channel flow reference

ASCE Hydraulic Engineering

American Society of Civil Engineers hydraulic engineering standards

USGS Water Resources

US Geological Survey water resources data

Belanger Equation

Standard sequent depth calculation formula

โš ๏ธ Disclaimer

This calculator is for educational and engineering design purposes. Hydraulic jump calculations assume ideal conditions and may vary in real-world applications. Actual jump behavior depends on channel geometry, roughness, upstream conditions, and tailwater depth. Jump length formulas are empirical approximations. For critical engineering applications, consult professional hydraulic engineers and use validated hydraulic modeling software. Always verify results with physical model tests or computational fluid dynamics (CFD) simulations for important structures.

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