Hydraulics

How to Design a Water Supply Network That Holds Pressure

A large diameter does not mean a good network. How flow, pressure and losses relate to each other, and why hydraulic modelling catches the problem before you build.

Published July, 2026

The most common complaint about a new water supply system is not that there is no water, but that it does not arrive. In the upper neighbourhoods the pressure drops; in the lower ones the pipes burst. In most cases the cause is not the source but the network: a layout designed with diameters chosen by experience, not by calculation.

What really happens inside the pipe

Water loses energy along its path. This loss depends on the flow, the diameter, the length and the internal roughness of the material. The relationship is not linear: halving the diameter does not double the loss, it multiplies it. That is why a small saving on diameter during construction often turns into permanent pumping and an energy bill that exceeds the saving within a few years.

Pressure: two limits, not one

A good design has two limits at the same time. The minimum pressure must guarantee supply even at the highest and farthest point, at peak hour. The maximum pressure must protect the pipes and fittings when consumption drops, usually at night. A network that meets only one limit has not been designed, it has been guessed. When the elevation difference is large, the solution is pressure zones with pressure-reducing valves, not thicker pipes.

Why hand calculation is not enough

On a single branch, hand calculation works. As soon as the network closes into loops — and every genuine urban network has loops — the flow in each pipe depends on all the others at the same time. The solution requires numerical iteration. This is why hydraulic modelling is not a luxury: without it you do not even know the direction of flow in some pipes, let alone its value.

How AlbGIS helps

  • Water Supply Network — model nodes, reservoirs and pipes on a map; the Newton-Raphson solver gives flows, pressures and losses using Hazen-Williams or Darcy-Weisbach.
  • Pressure Pipelines — a quick check of pressure loss for 8 pipe materials, with an automatic recommendation for the minimum diameter.
  • Water Tanks — the required volume including the fire and emergency reserve, from the population and the consumption rate.

For complete projects with longitudinal profiles and reports, the same hydraulic engine is also available in the desktop application AlbGIS Hydro.

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