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Open Channel Hydraulic Jump & Energy Dissipation Calculator

A hydraulic jump is a rapid, turbulent transition in open-channel flow where supercritical (shallow, high velocity) water abruptly decelerates into subcritical (deep, tranquil) water.

Rectangular channel bottom width in meters.

Flow depth before the jump.

Channel volumetric flow rate.

Calculated Result
1.007 m

Conjugate Sequent Depth (y₂)

Initial Velocity (v₁)

4.17 m/s

Upstream Froude Number (Fr₁)

2.1

Jump Classification

WEAK jump

Conjugate Subcritical Depth (y₂)

1.007 m

Hydraulic Head Loss (ΔE)

0.139 m

Turbulent Power Dissipation

6.8 kW

Calculation Breakdown

  1. Supercritical Froude Number Calculationv₁ = 5 / (3 × 0.4) = 4.17 m/s → Fr₁ = 4.17 / √(9.81 × 0.4) = 2.1
  2. Bélanger Conjugate Depth Equationy₂ = 0.5 × 0.4 × (√(1 + 8 × 2.1²) - 1) = 1.007 m
  3. Energy Head Loss Across JumpΔE = (1.007 - 0.4)³ / (4 × 0.4 × 1.007) = 0.139 m

Hydraulic Jump Depths & Loss

Interactive visualization based on your current inputs

Meters
0.00.30.50.81.0Upstream y1Downstream y2Head Loss ΔEMetricMeters (m)

What Is the Open Channel Hydraulic Jump & Energy Dissipation Calculator?

A hydraulic jump is an open channel phenomenon occurring when high-speed supercritical flow decelerates violently into subcritical flow.

How Does the Open Channel Hydraulic Jump & Energy Dissipation Calculator Work?

Using the Bélanger momentum conservation equation, sequent depth is y2 = 0.5·y1·(√(1 + 8·Fr1²) - 1). Energy head loss is ΔE = (y2 - y1)³ / (4·y1·y2).

Open Channel Hydraulic Jump & Energy Dissipation Calculator Formula & Variables

The core mathematical equation utilized by this calculator is expressed as:

y_2 = \frac{y_1}{2} \left( \sqrt{1 + 8 \text{Fr}_1^2} - 1 \right), \quad \Delta E = \frac{(y_2 - y_1)^3}{4 y_1 y_2}

Belanger conjugate depth equation derives sequent subcritical depth from initial supercritical Froude number Fr1. Energy loss represents turbulent jump dissipation.

How to Use the Open Channel Hydraulic Jump & Energy Dissipation Calculator

  1. Enter rectangular channel bottom width.
  2. Enter upstream flow depth y1 and volumetric discharge rate Q.
  3. Read conjugate depth y2, energy loss, and jump type.

Step-by-Step Example Calculation

3m Wide Spillway Chute Discharging 5 m³/s at 0.4m Initial Depth

Input Values:

channelWidthM:3.0
upstreamFlowDepthM:0.40
flowRateM3s:5.0
Worked Steps: Initial velocity is 4.17 m/s (Fr₁ = 2.10, weak jump), generating a conjugate depth y₂ = 1.01 m with 0.14 m head loss and 6.8 kW power dissipation.

Understanding Your Result

Conjugate Depth (y₂): Deep water level downstream of the jump.

Head Loss (ΔE): Lost mechanical energy in meters of water.

Dissipated Power: Turbulent heat and mixing power in kilowatts.

Factors That Affect the Result

  • Initial Froude number determines jump stability: Fr = 4.5 to 9.0 creates the most stable, efficient stilling basin jumps.

When Should You Use This Calculator?

  • Sizing dam stilling basins, drop structures, wastewater flumes, and stormwater outfalls.

Assumptions & Limitations

  • Applies to horizontal rectangular prismatic channels with uniform velocity distribution.

Frequently Asked Questions

Calculation Accuracy & Reference Note

Classical open channel hydraulic momentum equation.

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