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

Calculate open channel discharge flow rate (L/s / CFS) for rectangular crest and 90° V-notch measuring weirs.

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=1.84LH3/2(Rectangular),Q=1.38H5/2(90° V-Notch)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

Where should water level head H be measured upstream of a weir?+
Head H must be measured at least 3 to 4 times the maximum head upstream of the weir face to avoid the surface drawdown curvature that naturally accelerates near the crest.

Calculation Accuracy & Reference Note

Standard Francis and Thomson open channel weir discharge calibrations.

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