Hazen-Williams Flow Rate Calculator
Calculate water flow rate in pressurised pipes using the Hazen-Williams equation given pipe diameter, hydraulic gradient, and C factor. Widely used by civil engineers for water main and irrigation system design.
Last updated: September 2026
Formula below · 2 sources (asme.org, Wikipedia) · Updated Sep 2026
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About this calculator
The Hazen-Williams equation is an empirical formula for water flow in full, pressurised pipes. Its SI velocity form is v = 0.849 × C × R^0.63 × S^0.54 with hydraulic radius R; for a full circular pipe (R = D/4) the flow is Q = 0.2785 × C × D^2.63 × S^0.54, where Q is discharge (m³/s), C is the Hazen-Williams roughness coefficient (dimensionless), D is pipe internal diameter (m), and S is the hydraulic gradient (m/m, head loss per unit length). The velocity constant is 1.318 in US customary units. C values range from around 60 for heavily corroded iron to 150 for smooth plastic pipes. Unlike Darcy-Weisbach, the Hazen-Williams formula does not explicitly account for viscosity, making it reliable only for water at ordinary temperatures. Its simplicity makes it the industry standard for municipal water supply design.
How to use
Suppose a 0.3 m diameter PVC water main (C = 150) has a hydraulic gradient S = 0.005 m/m. Apply Q = 0.2785 × C × D^2.63 × S^0.54. First, D^2.63 = 0.3^2.63 ≈ 0.04215. Then S^0.54 = 0.005^0.54 ≈ 0.05720. Now Q = 0.2785 × 150 × 0.04215 × 0.05720 ≈ 0.1007 m³/s, about 101 litres per second, a mean velocity of 1.42 m/s. The defaults (0.3 m, S = 0.01, C = 130) give about 0.127 m³/s.
Frequently asked questions
What is the Hazen-Williams C factor and how do I choose the right value?
The Hazen-Williams C factor is an empirical roughness coefficient that describes how smoothly a pipe conveys water. Higher C values mean less friction and higher flow for a given pressure gradient. New cast iron pipe typically has C ≈ 130, new PVC or HDPE pipe C ≈ 140–150, and asbestos cement C ≈ 140. Old, corroded, or tuberculated iron pipes can drop to C = 80 or lower. For design purposes, engineers often use conservative (lower) C values to account for future deterioration. Published tables from AWWA, Moody, or pipe manufacturers provide standard values by material and age.
How does Hazen-Williams differ from the Darcy-Weisbach equation for pipe flow?
The Darcy-Weisbach equation (hL = f × L/D × V²/2g) is theoretically derived and applies to any fluid at any temperature, with friction factor f determined from the Moody chart or Colebrook equation. The Hazen-Williams equation is empirical, calibrated specifically for water at temperatures between roughly 5°C and 25°C. Hazen-Williams is simpler to use because it avoids iteration, but it is less accurate for fluids other than water, at extreme temperatures, or at very high or very low velocities. Modern hydraulic modelling software often uses Darcy-Weisbach for precision, while Hazen-Williams remains popular for manual calculations and preliminary design.
Why does pipe diameter have such a large effect on flow rate in the Hazen-Williams equation?
In the Hazen-Williams formula, diameter appears raised to the power of 2.63. This means that doubling the pipe diameter increases flow capacity by 2^2.63 ≈ 6.2 times, not merely twice. This strong non-linear relationship explains why upsizing a water main — even by a modest amount — dramatically increases capacity and reduces head losses. It also means that slight reductions in effective diameter due to internal corrosion, scaling, or sediment deposition can significantly restrict flow, which is why regular pipe condition assessment is important in water distribution management.