Rising Main and Transmission Main Design

RWS&S Design 8 min read

The rising main carries the whole scheme's water and the whole pumping bill. Sizing it is a balance between the cost of pipe and the cost of the energy to push water through it.

The economic diameter trade-off

A rising main can be made any of several diameters. A larger pipe costs more to buy but has lower friction, so the pump works against less head and the energy bill falls for the whole life of the scheme. A smaller pipe is cheaper to lay but pays for itself in higher power bills forever. The economic diameter is the one where the sum of annual pipe cost and annual pumping cost is lowest.

Because energy is a recurring cost and pipe is a one-time cost, the economic diameter is usually a little larger than intuition suggests, especially where pumping hours are long or tariffs are high.

Velocity, head and surge

Keep the velocity in a sensible band — roughly 1.0 to 2.0 m/s on a pumping main — so friction stays reasonable without inviting surge. The total pumping head is static lift plus friction in the rising main plus the residual head needed at delivery; get any of these wrong and the pump is mismatched from day one.

Surge, not steady pressure, frequently governs the pipe class on a long rising main. Estimate the transient for the pump power-failure case and confirm the chosen class covers it with margin.

Frequently Asked

What is the economic diameter of a rising main?

The diameter at which the combined annual cost of the pipe and the pumping energy is lowest. Because energy is a lifelong recurring cost, it is often slightly larger than first expected.

What velocity is suitable for a pumping main?

Roughly 1.0 to 2.0 m/s — low enough to keep friction and surge reasonable, high enough to avoid oversizing and sedimentation.

What makes up the total pumping head?

Static lift from sump to delivery, friction loss along the rising main, and the residual head required at the delivery point.

Does surge affect rising main pipe class?

Yes. On long rising mains the power-failure surge often exceeds the steady working pressure and governs the pipe class, so it must be checked explicitly.

Last updated: 21 June 2026

About the ENGLOG Editorial Team

This article is written and reviewed by the ENGLOG editorial team — practising civil and rural water-supply engineers and documentation specialists who build the ENGLOG platform. We draw on field experience with tour diaries, measurement books, scheme design and works billing to keep this guidance practical and current. Spotted something that needs correcting? Write to us at support@digitalengineeringlogbook.com.

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