Culvert Design Calculator

Estimate velocity, hydraulic radius, and cross-sectional area from culvert diameter and design flow values.

Design Inputs

Provide the culvert diameter and the expected flow rate to compute hydraulic metrics.

How to Use This Calculator

Enter the culvert diameter and your design flow rate. The calculator applies the Hydraulic Design Series approach from the FHWA to estimate velocity and hydraulic radius, helping you verify hydraulic capacity and check for potential scour concerns.

Methodology

Hydraulic radius is computed as one-quarter of the culvert diameter for a full circular section. Velocity follows the continuity equation Q = A × V, where the cross-sectional area derives from π × (diameter / 2)2.

Data & Sources

This tool depends on the Hydraulic Design Series from the Federal Highway Administration and supporting calculations documented by LMNO Engineering.

Glossary

  • Culvert Diameter: The internal width of the culvert pipe.
  • Flow Rate (Q): Volume of water passing through the culvert per second (m³/s).
  • Hydraulic Radius (R): Cross-sectional area divided by wetted perimeter; for full circular sections it equals diameter / 4.
  • Velocity (V): The speed of flow required to pass the design discharge.

Practical Example

A 2 m culvert carrying 1.5 m³/s results in 0.5 m hydraulic radius and about 0.48 m/s velocity, which helps gauge whether the culvert can convey the flood event without exceeding erosive velocities.

FAQ

What is a culvert?

A culvert allows water to pass under roadways, railways, or embankments.

Why is hydraulic radius important?

It relates flow area to wetted perimeter and informs resistance coefficients.

How is velocity calculated?

Velocity is flow rate divided by cross-sectional area.

How can I use the results?

Compare velocities against allowable limits and confirm hydraulic radius for sizing.

Formulas

Continuity equation: Q = A × V

A = π × (diameter / 2)2, R = diameter / 4, V = Q / A.

  • Q: Design flow rate (m³/s)
  • A: Cross-sectional area of the culvert (m²)
  • V: Velocity through the culvert (m/s)
  • R: Hydraulic radius (m)
Citations

LMNO Engineering — lmnoeng.com · Accessed 2026-01-19
https://www.lmnoeng.com/Pipes/hds.php

Changelog
  • 0.1.0-draft — 2026-01-19: Initial audit spec draft.
Verified by Ugo Candido Last Updated: 2026-01-19 Version 0.1.0-draft
Version 1.5.0