Gutter Size Calculator
Calculate the right gutter size for a UK roof from area, pitch and design rainfall using BS EN 12056-3 NA hydraulic capacities. Half-round, ogee, deepflow and square profiles.
Prepared by the Roofing Calculator HQ editorial team. Review our formula, source and limitation standards.
Gutter Size Calculator
Size guttering from roof area, pitch and design rainfall using BS EN 12056-3 NA hydraulic capacities.
What this calculator does
This calculator sizes UK guttering from three inputs: the projected roof area that drains into the gutter, the roof pitch, and the design rainfall intensity for your region. It applies the BS EN 12056-3:2000 NA rational method, accounts for wind-driven rain on steeper pitches via a pitch factor, then matches the resulting peak flow against the BBA-published hydraulic capacities for half-round, ogee, square and deepflow profiles to recommend a nominal size.
It also sizes the downpipes and tells you the minimum number needed to handle the total peak flow — separating the gutter sizing question from the downpipe sizing question, which trip up about a third of DIY installs.
How to use it
- Enter the projected roof area in m². Plan-view footprint, not on-slope area. For a simple gable, length × width. For a hip or L-shape, sum each slope’s projected area.
- Pick the pitch. This sets the wind-correction factor that converts projected area to effective drainage area. UK roofs typically sit between 30° and 45°.
- Set the design rainfall. The default is 75 mm/hr (BS EN 12056-3 NA category 1 — most of England below 200 m elevation). Use 100 mm/hr for west Scotland, Cumbria, Snowdonia, and west Wales (NA category 2).
- Choose the profile. Half-round (or ogee) for traditional and most modern semis; square or deepflow for higher capacity at the same face width; box for commercial.
- Set the number of downpipes. Two is typical for terraced and semi-detached. Three for detached over 200 m² or for split-pitch front gutters with corner downpipes.
- Read the result. The big number is the recommended nominal size. The minimum-acceptable line is the smallest size that just handles the load.
The BS EN 12056-3 rational method
Peak flow into a gutter is calculated by:
Q (L/s) = effective drainage area (m²) × rainfall intensity (mm/hr) ÷ 3,600
Effective drainage area is the projected (plan-view) area multiplied by a pitch factor that accounts for wind-driven rain:
| Pitch | Pitch factor |
|---|---|
| Flat (≤ 4°) | 1.00 |
| 14° (3/12 equivalent) | 1.05 |
| 22° to 26° | 1.10 |
| 30° | 1.20 |
| 35° | 1.25 |
| 40° to 45° | 1.30 |
The pitch factor is empirical — calibrated against UK Met Office driving-rain index data and BRE Digest 127 corrections for windward elevations. East-coast and exposed coastal sites can add another 10% if the gutter is on the windward side of the roof during prevailing storms.
Per-downpipe capacity tables
For half-round at 1:600 standard fall:
| Nominal size | Capacity per downpipe |
|---|---|
| 100 mm half-round | 1.4 L/s |
| 112 mm half-round | 1.85 L/s |
| 125 mm half-round | 2.5 L/s |
| 150 mm half-round | 3.4 L/s |
For square profile at 1:600 fall:
| Nominal size | Capacity per downpipe |
|---|---|
| 112 mm square | 2.2 L/s |
| 125 mm square | 3.0 L/s |
| 150 mm square | 4.5 L/s |
The recommended size is the smallest profile that handles the per-downpipe flow with at least 15% reserve. The reserve covers partial leaf-clogging, gradients flatter than nominal, and rainfall events above the 1-in-1-year design storm. For 1-in-30-year design (commercial and critical infrastructure), step up one nominal size from the calculator’s recommendation.
When to step up a size
Step up from the recommended size if any of these apply:
- Concentrated valleys. A roof valley dumps the flow from two slopes into a short section of gutter. The capacity tables assume even distribution; concentrated valley loads can swamp a borderline-sized gutter.
- Long single-fall runs. Beyond 8 metres of single-fall gutter, the high end sees stagnant water during heavy rain because the downpipe is too far away. Step up one nominal size or add a midpoint downpipe.
- Steep pitches above 45°. The pitch factor undercounts wind-driven rain on slopes above 45°; designers in the Highlands typically add 15% to the calculated flow.
- High-rainfall regions. West Scotland, Cumbria, Snowdonia, west Wales, and Cornwall can experience 100+ mm/hr in convective storms; use the BS EN 12056-3 NA category 2 design value of 100 mm/hr rather than the default 75 mm/hr.
- Smooth roof coverings. Standing-seam metal, glazed clay tile and slate shed water faster than concrete tile, concentrating flow at the eave. Add 10–15% to calculated flow for these coverings.
Downpipe sizing — the BBA rule of thumb
The traditional UK rule is 1 cm² of downpipe cross-section per 10 m² of effective drainage area. Standard pairings:
| Downpipe | Cross-section | Drains up to |
|---|---|---|
| 65 mm round | 33 cm² | 80 m² |
| 76 mm round | 45 cm² | 130 m² |
| 110 mm rectangular | 110 cm² | 250 m² |
Underspouting is the most common UK gutter failure. A correctly sized 125 mm deepflow on undersized 65 mm round downpipes will overflow at the high end during a 75 mm/hr storm because the downpipe chokes the flow before the trough fills. Pair sizes properly: 100 mm gutter to 65 mm downpipe; 112 mm half-round to 65 mm round; 125 mm deepflow to 76 mm round; 150 mm to 110 mm rectangular.
Common UK edge cases
Listed building, cast-iron replacement. Listed building consent typically requires you to match the existing profile and downpipe diameter exactly. Use a like-for-like cast-iron or composite cast-iron-look profile from Hargreaves or Dales. The calculator’s hydraulic recommendations still apply for capacity-checking, but you may not be able to step up size without LBC variance.
Terraced row, party-wall downpipe shared. When the downpipe is shared at a party wall, the contributing area is both halves of both roofs. Calculate accordingly — a 5 m × 7 m terraced house with shared party-wall downpipe sees 70 m² of contributing area, not 35 m².
Conservation area, modern composite replacement. Conservation area amenity societies often allow Marley Alutec or Lindab aluminium half-round to replace cast-iron, with similar visual profile but ~30% better hydraulic capacity for the same nominal size. Use the half-round table for sizing.
Combined sewer connection. If your downpipes feed into a combined sewer, Thames Water or your local authority may require flow-restricting devices on new builds (rainwater attenuation). This doesn’t change gutter sizing but can affect downpipe sizing and the number of underground rainwater connections.
Reference standards (UK)
- BS EN 12056-3:2000 + UK National Annex — Gravity drainage systems inside buildings — Roof drainage, layout and calculation.
- BS EN 612 — Eaves gutters and rainwater downpipes of metal sheet (specification).
- BBA Agrément Certificates — Per-manufacturer published flow capacities (Marley, Hunter, FloPlast, Marshall-Tufflex).
- Approved Document H (2015 + 2018 amendments) — Drainage and Waste Disposal, references BS EN 12056-3.
- NHBC Standards Chapter 7.2 — Roof drainage for new-build warranty.
- BRE Digest 127 — Driving rain in the UK, for wind-correction guidance.
Related calculators and guides
- Gutter slope calculator — fall and gradient per gutter run
- Gutter installation cost calculator — full first-time install pricing
- Downspout calculator — vertical downpipe sizing per drainage area
Sources: BS EN 12056-3:2000 + UK NA; BBA Agrément Certificates for Marley, Hunter, FloPlast guttering; Approved Document H 2015 + 2018; NHBC Standards Chapter 7.2; BRE Digest 127 driving rain index; Met Office UK climate data.