Minimum sewer slope (gradient) by pipe size: the 1-in-DN table

Note: The table below is a rule of thumb for pre-dimensioning a gravity public sewer (gravity main), not a verification and not private-drainage guidance. Binding values come from the hydraulic check and the current edition of the relevant standard (EN 752, EN 1610, Sewers for Adoption / Ten State Standards, or your local code) and the network operator's requirements.

Need a quick figure for the minimum gradient of a sewer reach? The 1-in-DN rule — known in the UK as Maguire's Rule — gives a starting value per diameter. The table below works it out for the usual public-sewer sizes and shows it three ways — as a 1:DN ratio, in % and in mm/m (the metric form some standards write as ‰) — so it reads the same whichever convention you use. Then it explains how this differs from the private-drainage falls you may know (UK 1:40 / 1:80) and when the rule of thumb is not enough.

Minimum gradient by DN (1-in-DN / Maguire's Rule)

DN (mm)	Gradient 1:DN	%	mm/m	≈ cm / 100 m
100	1:100	1.0	10	100
125	1:125	0.8	8	80
150	1:150	0.67	6.7	67
200	1:200	0.5	5	50
250	1:250	0.4	4	40
300	1:300	0.33	3.3	33
400	1:400	0.25	2.5	25
500	1:500	0.2	2	20
600	1:600	0.17	1.7	17

How it is computed: the 1-in-DN gradient is 1:DN, i.e. ≈ 100 ÷ DN as a percent (mm in the DN). DN200 → 1:200 = 0.5 % = 5 mm/m = 50 cm of fall per 100 m.

Private drainage vs public sewers — don't mix them up

If you know the 1:40 and 1:80 falls, those are private / building drainage within the plot (UK Approved Document H): roughly 1:40 for ~100 mm and 1:80 for ~150 mm pipes carrying small flows. They are deliberately steep because those runs rarely flow full.

Public sewers — the gravity mains a designer lays out on a long section, DN150 and up — use the gentler 1-in-DN values above, because larger pipes reach self-cleansing velocity at a smaller gradient. Public-sewer practice (UK Sewers for Adoption, US Ten State Standards) allows these flatter grades as DN increases; applying a 1:80 fall to a DN400 trunk sewer would bury it needlessly deep. Use the table for public-sewer design; keep 1:40/1:80 for drainage within the building or plot.

When the rule is enough — and when it is not

The 1-in-DN rule is a sanity check and a starting value, not a verifiable proof. What governs the minimum is not "slope for flow" but slope for self-cleansing: the flow must be fast enough to carry solids rather than let them settle.

• The check is to choose the gradient so the minimum self-cleansing velocity is reached at the design flow — on the order of 0.7 m/s (≈ 2.3 ft/s) at partial fill; US codes set an absolute floor around 2.0 ft/s (~0.6 m/s). Confirm against EN 752 / your local code. For larger or critical reaches, the reviewer expects this check, not the rule of thumb.
• Maximum gradient: a single hard maximum is rare, but above ~3 m/s (conservative, concrete; modern plastics tolerate more) abrasion and air entrainment become design topics. Instead of running a reach steep throughout, a drop structure in the manhole is often cleaner.
• Service connections have their own, steeper requirement — don't read them off this public-sewer table.

The flatter the reach, the more sensitive it is to construction tolerance: a few centimetres of invert error over a long reach cancels out a small design gradient.

The logic behind these values — velocity, self-cleansing, minimum and maximum gradient — is covered in gravity sewer gradients.

What it means for the long section

Choosing the gradient is only half the work; the other half is showing it correctly. In the longitudinal profile, each reach's sewer slope must be consistent with its length, the invert level resolved at every manhole, and the cover checked along the whole route. How that becomes a clean, deliverable DXF is shown in Altivo step by step.

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