Free Engineering Tool

Box Gutter Design Calculator

Size box gutters and rainwater heads per AS/NZS 3500.3:2021. Select a gutter variant, enter your project details, and get instant results.

Box Gutter Inputs

Select a gutter variant and enter project details. Uses 5% AEP (20-year) rainfall intensity per AS/NZS 3500.3.

e.g. 200 = 1 in 200 fall

Results

Design Rainfall Intensity
-mm/hr
Effective Catchment Area
-
Design Flow Rate
-L/s
Required Gutter Depth
-mm
Freeboard
-mm
Total Gutter Depth
-mm
Downpipe Diameter
-mm
Rainwater Head Depth
-mm
Rainwater Head Length
-mm
Rainwater Head Width
-mm

Reference

Box gutter design per AS/NZS 3500.3:2021. Manning's roughness n=0.014 for sheet metal.
Minimum freeboard 35 mm. Vertical face contribution = 50% of largest exposed face area.

How the calculator works

Gutter Sizing

Manning's equation sizes the box gutter for the design flow. Gutter width and slope determine the required depth.

Vertical Faces

Walls adjacent to box gutters add catchment from wind-driven rain. AS/NZS 3500.3 requires adding 50% of the vertical face area.

Overflow and Safety

Side and vertical overflow provisions handle flows exceeding the primary system capacity. Sized using weir and orifice formulae.

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How to use this calculator

This box gutter calculator helps hydraulic engineers, roofers, and building designers size box gutters for commercial and residential roofs. Enter the catchment area, gutter dimensions, slope, and local rainfall intensity to calculate the required flow depth, total gutter depth including freeboard, and overflow capacity. The calculator also accounts for vertical face contributions from adjacent walls and sizes rainwater heads for the downpipe connection.

Calculations use Manning's equation for open channel flow with a roughness coefficient of n = 0.014 for sheet metal gutters, as specified in AS/NZS 3500.3:2021. The design rainfall intensity is based on the 5% AEP (20-year) event at a 5-minute storm duration. A minimum 35 mm freeboard is added to the calculated flow depth. Overflow provisions are designed for the 1% AEP (100-year) event using either side overflow (weir formula) or vertical overflow (orifice formula) methods.

This tool provides sizing results suitable for straightforward box gutter applications. For complex roof geometries, long gutter runs with multiple downpipe outlets, or projects in areas with specific council stormwater requirements, consult a qualified hydraulic engineer. Final designs must account for thermal expansion, fall direction, and connection details that affect real-world gutter performance.

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