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Drainage Fall Calculator — UK Building Regs Gradients

Calculate the correct gradient and fall for drainage pipes based on UK Building Regulations Approved Document H.

Total horizontal length of pipe run

Invert level at start of run, if known

How We Calculate This

Our drainage fall calculator uses the minimum gradients specified in UK Building Regulations Approved Document H to calculate the required fall for your drainage pipe run.

The formula

Fall per metre (mm) = 1000 ÷ Gradient ratio

Total fall (mm) = Pipe length (m) × Fall per metre (mm)

Foul-drain minimum gradients (AD H Table 6)

Approved Document H, Section 2 (H1 Foul drainage), Table 6 (“Recommended minimum gradients for foul drains”, para 2.34) lists these foul rows, keyed to pipe size and peak flow:

  • 100/110mm foul, peak flow <1 l/s: 1:40 minimum (25mm per metre) — maximum capacity 9.2 l/s
  • 100/110mm foul, peak flow >1 l/s: 1:80 minimum (12.5mm per metre) — maximum capacity 6.3 l/s, requires at least 1 WC
  • 150mm foul, peak flow >1 l/s: 1:150 minimum (6.7mm per metre) — maximum capacity 15.0 l/s, requires at least 5 WCs

For 160mm foul this calculator defaults to 1:60— that is a conservative trade convention, not an Approved Document figure (it is steeper than AD H’s 1:150, so it over-orders fall rather than under-orders). On larger shared systems that meet the ≥5-WC / >1 l/s threshold, use the Custom Gradient field to apply AD H’s 1:150.

Surface-water (rainwater) minimum gradients (AD H para 3.15)

Approved Document H, Section 3 (H3 Rainwater drainage), para 3.15 sets these minimum gradients for buried rainwater drains directly: “75mm and 100mm rainwater drains should be laid at not less than 1:100. 150mm drains and sewers should be laid at gradients not less than 1:150 and 225mm drains should be laid at gradients not less than 1:225.” For pipes larger than 225mm, AD H refers to BS EN 752-4:

  • 75/100/110mm surface water: 1:100 minimum (10mm per metre)
  • 150/160mm surface water: 1:150 minimum (6.7mm per metre)
  • 225mm surface water: 1:225 minimum (4.4mm per metre)

Hydraulic capacity at a given gradient is read from AD H Diagram 3; above-ground rainwater systems (gutters and downpipes) are designed to BS EN 12056-3.

Important notes

  • These are minimum falls — steeper gradients within reason are acceptable
  • For a 100/110mm foul drain on a single dwelling (peak flow under 1 l/s), 1:40 is the AD H minimum
  • Drains must be laid on a firm, even bedding (pea gravel or granular material)
  • All drainage work requires Building Regulations approval

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Last updated: February 2026

Verified against UK standards · estimates only, confirm with your supplier.