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.
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.