HYD-27

Hazen–Williams velocity

V = 0.849 C R^{0.63} S^{0.54} (SI). Water-works pipe formula.

Reading speed

Pipe flowHazen–Williams

Governing equation

V=0.849\, C\, R^{0.63} S^{0.54}

where

C: HW coefficient (—)
R: Hydraulic radius (m)
S: Slope (—)
V: Velocity (m/s)

Lecture brief

Historical brief

Open-channel and pipe flow were written by Chezy, Manning, Darcy and Weisbach in the nineteenth century, then Bakhmeteff and Bélanger on the hydraulic jump. The sheets compute conveyance, head loss and gradually varied profiles. This sheet (HYD-27 — Hazen–Williams velocity) is the form associated with Hazen–Williams. Working symbols: $C$ , $R$ , $S$ $\rightarrow$ $V$ . An empirical power of hydraulic radius and slope. C ≈ 140 for new iron, 100 for older mains.

Purpose

Purpose: compute

V

from

C

R

S

in Hydraulics via

V=0.849\, C\, R^{0.63} S^{0.54}

V = 0.849 C R^{0.63} S^{0.54} (SI). Water-works pipe formula. Use it when a real hydraulics question must be answered in SI before a code check.

Live realistic example

In symbols

Live case. Given

C = 130.000\,\mathrm{—}

R = 0.150\,\mathrm{m}

S = 0.005\,\mathrm{—}

, the governing relation

V=0.849\, C\, R^{0.63} S^{0.54}

yields

V = 1.911\,\mathrm{m/s}

. A water main, a C, a velocity. Move a slider: the numbers are this situation, not a canned story.

Calculator

Inputs

HW coefficient C130 —Hydraulic radius R0.15 mSlope S0.005 —

Outputs

Velocity V1.911 m/s

Reading speed

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Narration of this film

A water main, a C, a velocity.

An empirical power of hydraulic radius and slope. C ≈ 140 for new iron, 100 for older mains.

Reading speed

Watch on YouTube