Drain Flow Rate Calculator – Drainage Fall, Sewer Slope & Pipe Capacity

What is drain flow rate?

Drain flow rate is the volume of wastewater or stormwater that a drainage pipe can carry past a given point per unit of time. Unlike pressurised water supply pipes — which are driven by pumps or mains pressure — drainage systems rely entirely on gravity. The pipe must slope downward at the right angle for water to flow reliably without becoming blocked or surcharging.

Getting drainage flow rate right is fundamental to good plumbing and civil engineering. Too little slope and the pipe fails to achieve self-cleansing velocity — solids drop out of suspension and blockages form. Too steep a slope and liquid races ahead of solids, leaving them stranded in the pipe. The correct fall is a careful balance.

Drainage flow rate calculations are needed for:

  • Sizing foul drainage pipes for new homes and extensions
  • Designing gravity sewer networks
  • Calculating stormwater and surface water drainage capacity
  • Checking compliance with UK Building Regulations Part H
  • Sizing culverts, channels, and open drainage features
  • Designing commercial and industrial wastewater systems

The primary engineering tool for gravity drainage design is Manning's equation, which relates pipe size, slope, roughness, and the degree of filling to calculate discharge rate and flow velocity.

Key drainage concept: drainage pipes are designed to run partially full — typically 0.5–0.75 of their depth at peak flow. A pipe running completely full is at risk of surcharge. Design for proportional depth, not full-bore flow.

Drain flow rate calculator

Select a calculation mode below. The Manning's formula calculator finds discharge rate and velocity from pipe diameter, slope, and material. The fall calculator works out how much drop you need over a given run length.

Drain Flow Rate Calculator
mm (e.g. 110, 160, 225)
Enter as % (e.g. 1.25% = 1 in 80)
Full-bore discharge (L/s)
Design discharge at fill level (L/s)
Design discharge (L/min)
Design discharge (m³/hr)
Full-bore flow velocity (m/s)
Hydraulic radius (mm)

Manning's formula for drainage

Manning's equation is the standard formula for calculating flow in gravity drainage pipes and open channels. It was developed by Irish engineer Robert Manning in 1889 and remains the cornerstone of drainage engineering worldwide.

Q = (1/n) × A × R^(2/3) × S^(1/2)
Q = discharge (m³/s)
n = Manning's roughness coefficient (dimensionless)
A = cross-sectional area of flow (m²)
R = hydraulic radius = A / wetted perimeter (m)
S = pipe slope (m/m, i.e. decimal fraction)

For a circular pipe flowing full, the hydraulic radius simplifies to d/4, where d is the pipe internal diameter:

Q = (1/n) × (π d²/4) × (d/4)^(2/3) × S^(1/2)
Full-bore discharge formula for circular pipe.
d = internal diameter (metres), S = slope as decimal (e.g. 0.0125 for 1.25%)

Flow velocity is calculated separately:

V = (1/n) × R^(2/3) × S^(1/2)
V = mean flow velocity (m/s)
Then Q = V × A confirms the discharge.

Manning's roughness coefficients

Pipe materialManning's nTypical use
PVC / uPVC smooth plastic0.009–0.011Waste pipes, drainage, soil pipes
Vitrified clay (VC)0.011–0.013Foul sewers, land drainage
Concrete pipe0.012–0.014Storm sewers, culverts
Ductile iron0.012–0.014Rising mains, pressure sewers
Corrugated HDPE0.015–0.020Agricultural, stormwater
Brick/masonry channel0.015–0.018Combined sewers, culverts
Natural earth channel0.020–0.035Open drains, ditches

Worked example — Manning's formula for 110mm drain at 1:80

110mm vitrified clay pipe, slope 1:80, running 75% full

Given: d = 110mm = 0.110m, S = 1/80 = 0.0125, n = 0.012
Step 1 — Full bore area: A = π × (0.110/2)² = 9.503 × 10⁻³ m²
Step 2 — Hydraulic radius: R = d/4 = 0.110/4 = 0.0275 m
Step 3 — Flow velocity: V = (1/0.012) × 0.0275^(2/3) × 0.0125^(1/2)
V = 83.33 × 0.09088 × 0.11180 = 0.848 m/s
Step 4 — Full bore discharge: Q = 0.848 × 9.503×10⁻³ = 8.06 × 10⁻³ m³/s = 8.06 L/s
Step 5 — At 75% full, proportional Q ≈ 0.87 × Qfull: Q₇₅ ≈ 7.0 L/s
Result: Design discharge ≈ 7.0 L/s — suitable for a typical domestic foul drain serving 1–3 properties.

Drainage fall and sewer slope

The fall (or gradient) of a drainage pipe is the vertical drop per horizontal distance. It determines whether water flows fast enough to carry solids and prevent blockages — this minimum speed is called the self-cleansing velocity, typically 0.75 m/s for foul drainage and 0.6 m/s for surface water drains.

Understanding fall ratios

Fall is most commonly expressed as a ratio: 1 in X, where X is the horizontal distance for every 1 unit of vertical fall. So 1 in 80 means the pipe falls 1mm for every 80mm of horizontal run — or 12.5mm per metre.

Fall (mm) = Run (mm) ÷ Ratio
Example: 6 metre run at 1 in 80 = 6000 ÷ 80 = 75mm total fall.
As mm per metre: 1000 ÷ 80 = 12.5 mm/m

Slope format conversion table

Ratio (1 in X)mm per metre% slopeDegrees (°)DecimalTypical use
1:10100.010.00%5.71°0.1000Very steep — special design
1:2050.05.00%2.86°0.0500Steep — check velocity
1:4025.02.50%1.43°0.0250Max recommended — waste pipes
1:6016.71.67%0.95°0.0167Good — domestic foul drains
1:8012.51.25%0.72°0.0125Recommended — 100/110mm sewer
1:10010.01.00%0.57°0.0100Minimum — 100/110mm foul drain
1:1109.090.91%0.52°0.0091Marginal — verify self-cleansing
1:1506.670.67%0.38°0.0067Low — larger pipe or pump needed
1:2005.00.50%0.29°0.0050Too shallow — blockage risk

Self-cleansing velocity

Self-cleansing velocity is the minimum water speed needed to keep solids in suspension and prevent sediment build-up. For foul drainage, you need at least 0.75 m/s at peak flow. For storm drains, 0.6 m/s is typically sufficient. At velocities above 3.0 m/s, erosion of pipe joints and bedding material becomes a risk.

The too-steep problem: excessive slope causes water to outrun solids, which then settle and cause blockages. A 40mm waste pipe at 1:10 slope may actually block more readily than the same pipe at 1:40, because the liquid phase drains away before it can carry solids through.

Drainage fall charts by pipe size

The charts below show minimum, recommended, and maximum falls for standard drainage pipe sizes. Select a pipe size to view its fall guidance table.

32mm waste pipe fall chart

32mm pipe is used for wash basin outlets. It requires a steeper minimum slope than larger pipes due to its small bore.

Slope ratiomm/m% slopeDischarge at slope (L/s)Velocity (m/s)Status
1:1010010.0%0.711.65Max — liquid races ahead of solids
1:20505.0%0.501.16Good — basin waste short run
1:40252.5%0.360.82Recommended — basin outlet
1:6016.71.67%0.290.67Marginal — keep run short
1:8012.51.25%0.250.58Too shallow for 32mm

32mm guidance: Maximum run 1.7m to trap (BS EN 12056). Slope 1:40 to 1:20. Trap seal minimum 75mm. Always vent if run exceeds maximum.

40mm waste pipe fall chart

40mm is the standard size for bath, shower, and kitchen sink waste pipes in UK domestic plumbing.

Slope ratiomm/m% slopeDischarge (L/s)Velocity (m/s)Status
1:1010010.0%1.542.01Max — velocity too high long-term
1:20505.0%1.091.42Good — short steep runs
1:40252.5%0.771.00Recommended — bath/shower waste
1:50202.0%0.690.90Good — kitchen sink
1:6016.71.67%0.630.82Acceptable
1:8012.51.25%0.540.71Borderline — verify self-cleansing
1:10010.01.0%0.490.64Too shallow for 40mm waste

40mm guidance: Maximum unvented run 3.0m (bath). Slope 1:40 to 1:20 preferred. Shower waste pipe minimum 1:40 slope.

50mm waste pipe fall chart

50mm waste pipe serves kitchen sinks (where larger bore is specified), washing machines, and grouped appliance connections.

Slope ratiomm/m% slopeDischarge (L/s)Velocity (m/s)Status
1:1010010.0%2.762.30Very steep
1:20505.0%1.951.63Good — short runs
1:40252.5%1.381.15Recommended
1:6016.71.67%1.130.94Good — longer runs
1:8012.51.25%0.970.81Acceptable
1:10010.01.0%0.870.73Minimum practical
1:1506.670.67%0.710.59Below self-cleansing

75mm drain pipe fall chart

75mm pipe is used as a soil/vent pipe stack connection and short drain runs in commercial kitchens and grouped WC facilities.

Slope ratiomm/m% slopeDischarge (L/s)Velocity (m/s)Status
1:20505.0%6.102.14Steep
1:40252.5%4.311.51Good — short runs
1:6016.71.67%3.521.23Good
1:8012.51.25%3.051.07Recommended
1:10010.01.0%2.730.96Good minimum
1:1506.670.67%2.230.78Acceptable with good access
1:2005.00.50%1.930.68Below recommended minimum

110mm sewer pipe fall chart

110mm (4 inch) uPVC or vitrified clay pipe is the most common size for UK domestic foul drainage — used for soil/vent stacks and connection to the public sewer.

Slope ratiomm/m% slopeDischarge (L/s)Velocity (m/s)Status
1:20505.0%18.32.60Very steep — check jointing
1:40252.5%12.91.84Good — short steep runs
1:6016.71.67%10.51.50Good
1:8012.51.25%9.141.30Recommended — domestic drain
1:10010.01.0%8.171.16Good minimum — Building Regs
1:1109.090.91%7.781.10Acceptable
1:1506.670.67%6.670.95Marginal — only where unavoidable
1:2005.00.50%5.780.82Below Part H minimum — avoid

110mm key rule: UK Building Regulations Part H states minimum gradient 1:100 (1.0%), recommended 1:80 (1.25%) for drains serving up to 1 WC. Minimum self-cleansing velocity 0.75 m/s at 75% full flow.

160mm sewer pipe fall chart

160mm drain pipe is used for larger domestic drainage (2+ properties sharing a drain), commercial developments, and private sewer connections.

Slope ratiomm/m% slopeDischarge (L/s)Velocity (m/s)Status
1:40252.5%38.82.66Very steep for this size
1:6016.71.67%31.72.17Good — short steep situations
1:8012.51.25%27.41.88Good
1:10010.01.0%24.51.68Recommended
1:1506.670.67%20.01.37Good — longer runs
1:2005.00.50%17.31.19Acceptable minimum
1:3003.330.33%14.10.97Marginal — verify velocity
1:4002.50.25%12.20.84Very flat — engineered design needed

Sewer pipe capacity tables

The tables below show the discharge capacity of common sewer pipe sizes at various slopes, running at 75% full — the standard design criterion for foul drainage. Values are calculated using Manning's n = 0.012 (vitrified clay/uPVC).

110mm drain pipe capacity (4 inch)

SlopeDischarge (L/s)Discharge (L/min)m³/hrGPMTypical load
1:40 (2.5%)11.267240.3177Commercial building
1:60 (1.67%)9.154932.9145Multiple dwellings
1:80 (1.25%)7.947528.5125Standard domestic
1:100 (1.0%)7.142525.5112Minimum domestic
1:150 (0.67%)5.834720.892Constrained sites

160mm drain pipe capacity (6 inch)

SlopeDischarge (L/s)Discharge (L/min)m³/hrGPMTypical load
1:60 (1.67%)27.5165199.1436Estate / large commercial
1:80 (1.25%)23.8143085.8378Small estate / flats
1:100 (1.0%)21.3127776.6337Standard 160mm
1:150 (0.67%)17.4104362.6275Longer flat runs
1:200 (0.5%)15.190454.2239Minimum recommended

How much water can a 4 inch drain pipe handle?

A 4 inch (110mm) drain pipe at the standard UK recommended gradient of 1:80 (1.25%) can discharge approximately 7.9 litres per second (475 L/min or 125 GPM) when running at 75% full. At full bore, this rises to approximately 9.1 L/s. This is ample capacity for a single dwelling — a typical UK household peak discharge rarely exceeds 2–3 L/s for foul drainage.

In practice, a 110mm drain serving a single house at 1:80 slope provides roughly 4–5× the peak design discharge of a typical household. The pipe is generously oversized by capacity — the critical design constraint is achieving self-cleansing velocity, not raw capacity.

Sewer line fall requirements

This is the question most installers and self-builders ask: exactly how much fall does a sewer line need? The answer depends on pipe size, length, the number of fixtures connected, and whether the drain is foul or surface water.

How much fall does a sewer line need?

Pipe sizeMinimum fallRecommended fallMaximum fallUK reference
32mm waste1:20 (50mm/m)1:20–1:401:10BS EN 12056
40mm waste1:54 (18.5mm/m)1:40–1:201:10BS EN 12056
50mm waste1:80 (12.5mm/m)1:401:10BS EN 12056
75mm drain1:100 (10mm/m)1:801:20Part H / BS 8301
110mm foul drain1:100 (10mm/m)1:80 (12.5mm/m)1:20Part H Approved Document
160mm foul drain1:200 (5mm/m)1:100 (10mm/m)1:40Part H / WRc sewer design
225mm sewer1:300 (3.3mm/m)1:1501:40WRc / Sewers for Adoption

The 1:80 rule for 110mm drains

The most widely referenced rule in UK domestic plumbing: a 110mm drain serving up to one WC should be laid at a minimum 1:100 slope, with 1:80 being the recommended standard. For drains serving more than one WC, the minimum rises to 1:80 with 1:40 to 1:60 preferred where achievable.

Practical example — calculating drain fall for an extension

A rear extension WC is 9 metres from the existing soil stack connection, which is set at a fixed depth.

Target slope: 1:80 (recommended for 110mm foul drain)
Total fall required: 9000mm ÷ 80 = 112.5mm
So the drain invert at the WC needs to be 112.5mm higher than the connection point.
At 1:100: 9000 ÷ 100 = 90mm — the minimum acceptable fall.

If the available height difference is only 75mm, the site cannot achieve 1:100 over 9m, and the drainage layout needs redesigning — either a shorter run, deeper connection, or pump system.

Household and waste pipe drainage

Domestic drainage in the UK divides into two main systems: foul drainage (wastewater from WCs, sinks, baths, showers, appliances) and surface water drainage (rainwater from roofs, patios, driveways). Most modern homes keep these completely separate.

Waste pipe sizing and fall guidance

ApplianceRecommended pipe sizeSlopeMax unvented runNotes
Wash basin32mm or 40mm1:20–1:401.7m (32mm) / 3.0m (40mm)75mm deep seal trap
Kitchen sink40mm1:20–1:403.0m75mm deep seal
Shower40mm1:40 min3.0mFlat shower trays may need pump
Bath40mm1:20–1:403.0mOr 42mm in older systems
Washing machine40mm standpipeInto stack / 1:403.0mStandpipe 600–900mm high
Dishwasher40mm (via sink or standpipe)Into stack3.0mAir break required
WC (close-coupled)100mm / 110mm1:80–1:406.0m unventedDirectly to soil stack
Soil/vent stack100mm / 110mmVerticalMin 100mm above eaves

Shower waste pipe fall

Shower waste pipes require particular attention because modern low-profile shower trays often leave very little space beneath the floor to achieve adequate slope. For a 40mm waste pipe, the minimum slope is effectively 1:40 (25mm per metre), meaning a 2-metre run needs 50mm of fall beneath the floor. If this is not achievable, an inline pump (macerator-type waste pump) is the correct solution rather than reducing slope below the minimum.

Washing machine drain flow rate

A washing machine discharges approximately 35–60 litres during a drain cycle, typically over 1–2 minutes. This produces a peak flow of around 0.3–0.5 L/s — well within the capacity of a 40mm standpipe at any compliant slope. The key consideration is preventing back-siphonage: the standpipe must be at least 600mm high, and an air break must be incorporated if connecting directly to the drainage system.

Stormwater and surface water drainage

Surface water drainage handles rainfall, roof runoff, paved area drainage, and groundwater. The design flow rate depends on the catchment area, rainfall intensity, and runoff coefficient. In the UK, the standard design storm is typically a 1-in-30-year or 1-in-100-year storm event depending on consequence level.

Rainfall runoff formula

Q = C × i × A
Q = peak runoff (m³/s or L/s)
C = runoff coefficient (0.9 for impermeable paving, 0.3–0.5 for grass)
i = rainfall intensity (m/s — typically 75mm/hr = 0.0000208 m/s for UK design)
A = catchment area (m²)

UK rainfall intensity reference values

Return periodRainfall intensity (mm/hr)L/s per 100m²Typical use
1-in-1-year~50 mm/hr1.39Minor drainage, landscaping
1-in-30-year~75 mm/hr2.08Standard UK residential design
1-in-100-year~100 mm/hr2.78Critical infrastructure
1-in-100 + climate change~130 mm/hr3.61SUDS and flood-risk sites

Roof drainage sizing example

Sizing a rainwater downpipe for a 50m² roof

Design rainfall: 75mm/hr (1-in-30 year UK standard)
Runoff coefficient: C = 0.95 (concrete tile roof)
Flow: Q = 0.95 × (75/3600000) × 50 = 9.9 × 10⁻⁴ m³/s = 0.99 L/s
A 75mm rainwater downpipe at 1:80 gradient has capacity ≈ 2.7 L/s — adequate for this roof area.
A 50mm downpipe at 1:80 carries ~0.97 L/s — borderline. Use 75mm for safety margin.

Storm sewer slope requirements

Surface water sewers generally permit slightly shallower slopes than foul sewers, since the risk from low velocity is reduced (suspended solids content is lower). Minimum self-cleansing velocity for storm drains is 0.6 m/s rather than the 0.75 m/s required for foul drainage. However, where surface water drains also carry silt or sediment, the 0.75 m/s standard should be applied.

Gravity flow and pipe discharge capacity

Gravity drainage works because the potential energy stored in elevated water is converted to kinetic energy as water flows downhill. No pump is needed as long as the pipe outlet is at a lower elevation than the inlet — which is why getting the fall right from the start is so important. Once a pipe is laid, it is extremely expensive to re-grade.

Key hydraulic principles

  • Hydraulic gradient: the slope of the energy line along the pipe — in a gravity drain running partially full, this equals the pipe slope.
  • Hydraulic radius: cross-sectional area of flow divided by the wetted perimeter. For a full circular pipe, R = d/4. Maximised near 0.81d depth for circular pipes.
  • Proportional flow: a partially-full pipe does not simply discharge in proportion to its depth. Maximum velocity actually occurs at around 0.81 of full depth; maximum discharge at around 0.94 of full depth.
  • Surcharge: when inflow exceeds pipe capacity, the pipe runs full and pressure builds. In gravity systems, this causes manholes to overflow and can damage foundations.

Proportional flow factors for circular pipes

Depth ratio (d/D)Flow ratio (Q/Qfull)Velocity ratio (V/Vfull)Note
0.100.020.40Very low flow
0.200.080.60
0.330.200.77One-third full
0.500.400.90Half full
0.630.561.00Max velocity
0.750.721.07Design level (Part H)
0.810.801.08Peak velocity depth
0.941.081.06Peak discharge depth
1.001.001.00Full bore reference

Note that maximum flow in a circular pipe actually occurs at 94% full, not 100% full — this counter-intuitive result arises because at full bore, the wetted perimeter increases relative to the flow area, increasing friction. UK drainage design typically uses 75% full as the design criterion to provide a safety margin and allow for surges.

UK drainage regulations (Part H)

In England and Wales, foul drainage design for buildings is governed by Approved Document H of the Building Regulations. Scotland has equivalent guidance in the Scottish Building Standards Technical Handbooks. Northern Ireland follows the Technical Booklet N.

Building Regulations Approved Document H — key drainage requirements

  • Drains must be designed to carry the anticipated flow at not more than 0.75 of the pipe diameter depth
  • Minimum gradient for 100mm drain: 1:100 (1.0%) — recommended 1:80
  • Minimum gradient for 150mm drain: 1:150 (0.67%) — recommended 1:100
  • Access points (rodding eyes, manholes) required at every change of direction and at intervals not exceeding 22 metres for pipes ≤ 150mm
  • Minimum pipe cover: 0.45m in fields, 0.9m under access roads, 1.2m under highways
  • Drainage must not pass under buildings unless it is either in a duct or laid in concrete-encased pipes
  • Separate systems required: foul and surface water must not be combined (in most authorities)

Sewers for Adoption (Water UK / WRc)

Sewers for Adoption (7th Edition) is the standard specification for private sewers that will be adopted by water companies as public sewers. It sets more stringent requirements than Part H, including minimum flow velocities (0.75 m/s at DWF), pipe bedding classes, CCTV inspection before adoption, and manhole spacing requirements.

Important: If your drainage is to be adopted by a water company under Section 104 of the Water Industry Act, you must comply with Sewers for Adoption rather than just Part H. Always check with your local water company before construction.

Frequently asked questions

How much fall does a sewer line need?
For a 110mm (4 inch) foul sewer, the minimum fall under UK Building Regulations Part H is 1:100 (10mm per metre). The recommended standard is 1:80 (12.5mm per metre). For a 160mm pipe the minimum is 1:150. These minimums ensure the water flows at self-cleansing velocity (0.75 m/s) to prevent solids settling and blocking the pipe.
What slope should a sewer line have?
For a standard UK domestic 110mm foul drain, aim for 1:80 (1.25%, or 12.5mm fall per metre run). This gives a comfortable flow velocity well above the 0.75 m/s self-cleansing minimum. Never go flatter than 1:100 for a 110mm pipe. For 160mm drains, 1:100 is a good target with 1:150 as the minimum. Always use the steepest practical slope within the maximum limits (around 1:20 for most pipe sizes).
What is the correct slope for a sewer pipe?
The correct slope depends on pipe size. For 110mm domestic foul drain: 1:80 (recommended) to 1:100 (minimum). For 160mm pipes: 1:100 (recommended) to 1:150 (minimum). For 40mm waste pipes: 1:40 (recommended) to 1:54 (approximate minimum for self-cleansing). These values assume standard vitrified clay or uPVC pipe in a typical residential setting. Commercial or industrial installations may need engineered calculations.
What is a 1:80 fall?
A 1:80 fall (or 1 in 80 fall) means the pipe drops 1mm vertically for every 80mm of horizontal run. In practical terms, that is 12.5mm of fall per metre of run. Over a 6-metre drain run, the pipe outlet sits 75mm lower than the inlet. This is the most commonly cited recommended fall for 110mm domestic foul drainage in the UK.
What is the minimum slope for drainage?
The minimum slope varies by pipe size. For 110mm foul drains: 1:100 (1.0%, or 10mm/m). For 160mm drains: 1:150 (0.67%, or 6.67mm/m). For 40mm waste pipes: approximately 1:54 to achieve self-cleansing velocity. These are absolute minimums — always design to the recommended gradient if space allows, as flatter slopes carry higher blockage risk and require more frequent maintenance.
How do you calculate drainage fall?
Divide the pipe run length by the slope ratio. For example, a 9-metre run at 1:80: Fall = 9000mm ÷ 80 = 112.5mm total fall. As mm per metre: 1000 ÷ 80 = 12.5mm/m. To verify the slope of an existing pipe, measure total fall and run length, then divide: Ratio = Run ÷ Fall. E.g. 75mm fall over 6m = 6000 ÷ 75 = 1:80.
How do you calculate drainage flow rate?
Use Manning's formula: Q = (1/n) × A × R^(2/3) × S^(1/2). For a circular pipe running full: A = π(d/2)², R = d/4, S = slope as decimal (e.g. 0.0125 for 1:80). Multiply Q in m³/s by 1000 to get L/s. For design purposes, size the pipe so that the actual flow does not exceed 75% of the full-bore capacity. Use the calculator at the top of this page for quick results.
How much water can a 4 inch drain pipe handle?
A 4 inch (110mm) drain pipe at 1:80 slope and running at 75% full (the UK design standard) can carry approximately 7.9 litres per second — around 475 litres per minute or 125 GPM. For comparison, a typical UK household peak foul discharge is 1–3 L/s, so a single 110mm drain at 1:80 has substantial spare capacity.
What is Manning's formula?
Manning's formula (Q = (1/n) × A × R^(2/3) × S^(1/2)) calculates the discharge rate in gravity-flow pipes and open channels. It relates flow to pipe geometry (area A and hydraulic radius R), pipe roughness (Manning's n — lower values mean smoother pipes), and slope (S). It was developed by Robert Manning in 1889 and is used worldwide for drainage design, culvert sizing, channel design, and sewer engineering.
How does gravity drainage work?
Gravity drainage relies on the pipe outlet being at a lower elevation than the inlet, so water flows downhill under its own weight without needing a pump. The slope must be steep enough to maintain self-cleansing velocity (0.75 m/s for foul drainage) so that solids stay in suspension and do not block the pipe. Too flat and blockages form; too steep and liquid races ahead of solids, leaving them behind. Gravity drainage is the standard for all above-ground drainage systems and buried sewers up to the limits imposed by site topography.
How to calculate pipe gradient from drainage invert levels?
Gradient = (Upstream invert level − Downstream invert level) ÷ Pipe length. For example: upstream invert 98.500m, downstream invert 98.350m, pipe length 12m. Fall = 98.500 − 98.350 = 0.150m = 150mm. Gradient = 150 ÷ 12000 = 1:80. Always work from surveyed invert levels rather than surface levels — the pipe depth can vary significantly, especially if there are changes in ground level.

Related calculators and tools

For complete drainage design, you may also need:

Anglian P.H.E. Footer — Fully Responsive