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Rising Main Calculator — Pipe Size, Friction Head & Pump Duty
Calculate rising main pipe diameter from flow rate, friction head loss, total pump head and pipe velocity for sewage or water pumping stations.
Design pump flow rate
Vertical lift from pump to discharge
Total rising main length
Pipe material cost per metre
Each adds 1.5m equivalent length
Length multiplier (default 1.1)
Wire-to-water efficiency (typical small sewage pump ~60%; use the pump curve)
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How We Calculate This
This calculator sizes a rising main pipe and calculates the total pump head required.
The formulae
Velocity = Flow Rate / Bore Area (flow area uses the internal bore, not the OD label)
Friction Head (Hazen-Williams) = 10.67 × L × Q1.852 / (C1.852 × d4.87) — L = equivalent length (m), Q = flow (m³/s), d = bore (m), C = 150 plastic / 130 ductile iron
Total Head = Static Head + Friction Head
Pump Power = (Flow × TDH × 9810) / (Efficiency × 1000) — efficiency defaults to 60% (set it from the pump curve)
Target velocities (foul rising main)
- Minimum: 0.75 m/s self-cleansing (SSG Appendix C / Sewers for Adoption)
- Maximum: ~1.8 m/s (limits energy loss and water-hammer risk)
Note: plastic and ductile-iron pipes are sized by outside diameter. A 63mm MDPE pipe has an internal bore of about 51mm, so velocity and friction are based on the bore.
Frequently Asked Questions
A rising main is a pressurised pipe that carries pumped effluent or water uphill from a pumping station to a gravity sewer or discharge point. Unlike gravity drains, rising mains flow under pressure and can go uphill. They are typically 50-110mm MDPE or ductile iron pipe.
For a foul rising main, design for a minimum self-cleansing velocity of 0.75 m/s (Sewerage Sector Guidance Appendix C / Sewers for Adoption) so solids do not settle and block the pipe. Keep the velocity below about 1.8 m/s to limit friction losses and water-hammer risk on pump stop. Velocity is calculated on the pipe BORE, not the nominal outside diameter — a 63mm MDPE pipe has an internal bore of roughly 51mm. Select a pipe diameter that gives a velocity within the 0.75–1.8 m/s band at the design flow.
A non-return valve (also called a check valve) is always required on a rising main to prevent backflow when the pump stops. Without an NRV, the sewage in the rising main would flow back into the pump chamber. It is installed on the rising main immediately after the pump discharge.
This calculator uses the Hazen-Williams equation in SI form: hf = 10.67 × L × Q1.852 / (C1.852 × d4.87), where L is the equivalent pipe length (m), Q is flow (m³/s), d is the internal bore (m) and C is the roughness coefficient (about 150 for MDPE/uPVC, 130 for ductile iron). Friction loss rises steeply with flow (roughly with flow squared), so it must be worked out at the actual design flow rather than read from a single fixed rate. Bends, valves and fittings add equivalent length — typically 1.5m per bend. The result is added to static head for total pump head. Use our Pump Station Calculator to size the pump based on total dynamic head and flow rate.
MDPE (Medium Density Polyethylene) is the standard choice for domestic and small commercial rising mains. It is flexible, corrosion-resistant and easy to join. Ductile iron is used for larger installations or where the pipe passes under roads. uPVC can be used but is less flexible.
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Last updated: March 2026
Verified against UK standards · estimates only, confirm with your supplier.