Canal Hydraulic Radius Calculator

Select a section, enter dimensions, get radius fast. See area and wetted perimeter calculations clearly. Download tables and share outputs with your team easily.

Choose the shape that matches your canal lining.
Area uses squared units automatically.

m
Used by rectangular and trapezoidal sections.
m
Depth from bed to water surface.
H:V
Horizontal per 1 vertical, each side.
m
Used by circular segment sections.
Use when area is already known.
m
Use when perimeter is already known.
Tip: For trapezoids, z is the side slope ratio (H:V). Example: z=1.5 means 1.5H to 1V.

Formula used

Hydraulic radius is the ratio of flow area to wetted perimeter: R = A / P. A is the cross‑sectional area of water, and P is the length of boundary in contact with water.

Engineering note: Larger R generally indicates less boundary resistance for similar roughness and slope.

How to use this calculator

  1. Select the canal cross section that matches field geometry.
  2. Pick your unit system, then enter the required dimensions.
  3. For side slopes, enter z as horizontal per 1 vertical.
  4. Press Calculate to show results above the form.
  5. Use CSV for spreadsheets and PDF for submittals.

Example data table

Example Area A (m²) Wetted Perimeter P (m) Hydraulic Radius R (m)
Rectangular (b=3.0, y=1.2) 3.60000 5.40000 0.66667
Trapezoidal (b=2.5, y=1.0, z=1.5) 4.00000 6.10555 0.65514
Triangular (y=0.9, z=1.0) 0.81000 2.54558 0.31820
Circular segment (D=1.2, y=0.6) 0.56549 1.88496 0.30000
Examples are shown in meters for consistency.

Why hydraulic radius matters in canals

Hydraulic radius summarizes how efficiently a canal conveys flow for a given boundary contact. A larger radius usually means less relative frictional influence, which can reduce required slope for the same discharge. Designers use it to compare alternative shapes, linings, and operating depths. It is also a key geometric input for resistance equations and for checking whether a section will remain stable under expected velocities and debris conditions.

Choosing the right cross section inputs

Start by selecting the section that matches field geometry: rectangular, trapezoidal, triangular, circular segment, or custom. Enter dimensions at the normal operating water depth, not the full excavation depth. For trapezoids and V-shapes, the side slope z is the horizontal-to-vertical ratio per side. Consistent units matter because area and perimeter scale differently and directly affect computed radius. If measured in the field, record stations and offsets for auditability.

Interpreting wetted perimeter and lining effects

Wetted perimeter is the portion of the boundary in contact with water. Rougher linings increase resistance, so two canals with the same radius can behave differently if their surfaces differ. Radius should be evaluated together with lining condition, vegetation, and sediment deposits that reduce effective area. If the canal is partially full or has freeboard variations, rerun the calculation at several depths to capture sensitivity across seasons.

Using results with Manning and energy slope checks

After calculating radius, many workflows continue with Manning’s equation by combining radius, area, roughness n, and slope. Use the computed area to estimate velocity from discharge, then confirm that velocity remains within permissible limits for the soil or lining to avoid erosion. For circular segments, verify depth constraints and consider transitions and air entrainment. Radius values are most useful when paired with realistic operating scenarios in practice.

Quality control and documentation for submittals

Document assumptions: section type, measurement method, and the depth used for evaluation. Compare results against typical section drawings or survey cross sections to confirm inputs. Use derived geometry like top width as a quick reasonableness check. Exporting CSV supports spreadsheet review, while PDF outputs provide a clean record for design packages, QA logs, and stakeholder communication across teams and agencies.

FAQs

What is hydraulic radius in an open canal?

Hydraulic radius is the flow area divided by the wetted perimeter. It reflects how much water area is supported by each unit of boundary contact, influencing resistance and velocity.

What counts as wetted perimeter?

Wetted perimeter is only the boundary touching water: bed plus side slopes, or the submerged arc in circular channels. The free water surface is never included.

How do I enter side slope z?

Enter z as horizontal to one vertical on each side. For example, a 1.5H:1V bank uses z = 1.5. Use the same convention as your drawings.

Can I use other units like inches?

Yes. Keep all length inputs in one unit system. The calculator outputs area in squared units and radius in length units. Convert to inches only after exporting results.

Why is hydraulic diameter shown?

Hydraulic diameter equals four times hydraulic radius. It is commonly used when comparing open-channel sections to closed conduits or when applying friction concepts across different flow models.

Should I calculate at multiple depths?

Yes. Hydraulic radius changes with depth, especially for trapezoids and circular segments. Running several depths helps capture operating ranges, seasonal flow variation, and sediment or vegetation impacts.

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Important Note: All the Calculators listed in this site are for educational purpose only and we do not guarentee the accuracy of results. Please do consult with other sources as well.