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Weir Discharge & Open Channel Flow Calculator (Francis & V-Notch)

Weirs are engineered overflow barriers installed across open canals, rivers, and treatment flumes to measure volumetric discharge by monitoring upstream piezometric head.

Geometry of calibrated overflow notch.

Water surface height measured upstream of drawdown curve in meters.

Horizontal width of rectangular weir crest in meters (not used for V-notch).

Calculated Result
761.99 L/s

Open Channel Weir Discharge

Weir Discharge Rate (Q)

761.99 L/s (0.762 m³/s / 26.91 CFS)

Weir Geometry

Rectangular Francis Weir (L = 2m, Q = 1.84·L·H^1.5)

Piezometric Head Above Crest (H)

0.35 m (35.0 cm)

Crest Length (L)

2 m

Calculation Breakdown

  1. 1. Select Hydraulic Weir FormulaFrancis Rectangular Formula: Q = 1.84 · L · H^(3/2)
  2. 2. Evaluate Exponential Head TermH^(1.5) = (0.35)^(1.5) = 0.2071
  3. 3. Calculate Discharge FlowQ = 1.84 · 2 · 0.2071 = 0.762 m³/s (761.99 L/s)

Discharge Flow (L/s) vs Head H (2m Rectangular Weir)

Interactive visualization based on your current inputs

Flow (L/s)
0.05391.1k1.6k2.2k0.10 m0.20 m0.35 m0.50 m0.70 mHead H (m)Flow (L/s)

What Is the Weir Discharge & Open Channel Flow Calculator (Francis & V-Notch)?

A weir is an overflow hydraulic structure used to measure volumetric flow in open channels by establishing a fixed mathematical head-discharge relationship.

How Does the Weir Discharge & Open Channel Flow Calculator (Francis & V-Notch) Work?

Integrates Torricelli’s velocity v = √(2gh) across the cross-sectional area of the nappe overflow geometry.

Weir Discharge & Open Channel Flow Calculator (Francis & V-Notch) Formula & Variables

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

Q = 1.84 L H^{3/2} \quad (\text{Rectangular}), \quad Q = 1.38 H^{5/2} \quad (\text{90° V-Notch})

Rectangular flow scales with head to the 1.5 power. Triangular V-notch flow scales with head to the 2.5 power.

How to Use the Weir Discharge & Open Channel Flow Calculator (Francis & V-Notch)

  1. Select rectangular or 90° V-notch weir.
  2. Enter upstream head height above weir crest in meters.
  3. Specify crest length L for rectangular weirs.

Step-by-Step Example Calculation

2.0m Rectangular Weir with 35 cm Head

Input Values:

weirType:rectangular-suppressed
headAboveCrestMeters:0.35
crestLengthMeters:2.0
Worked Steps: Generates a discharge of 761.9 L/s (0.7619 m³/s or 26.9 CFS) across the 2-meter crest.

Understanding Your Result

Discharge (L/s / m³/s / CFS): Volumetric open-channel stream flow.

Head: Upstream hydraulic elevation.

Factors That Affect the Result

  • Head H is the primary driver (exponential power 1.5 or 2.5); crest length scales rectangular flow linearly.

When Should You Use This Calculator?

  • Irrigation canal flow metering, wastewater treatment discharge monitoring, and river storm stream gauging.

Assumptions & Limitations

  • Assumes free-discharge conditions (aerated nappe without tailwater submergence).

Frequently Asked Questions

Calculation Accuracy & Reference Note

Standard Francis and Thomson open channel weir discharge calibrations.

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