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Related standards: Manning's Equation
Checking a circular culvert's full-flow capacity using Manning's equation.
Manning's equation is the standard formula for estimating flow in an open channel or a gravity (non-pressurized) pipe like a culvert — different from the pressurized-pipe flow covered elsewhere on PhDino, since a culvert usually isn't flowing completely full or under pressure the way a water-supply pipe is.
The equation relates flow velocity to the channel's slope, its hydraulic radius (cross-sectional flow area divided by the wetted perimeter — the part of the boundary actually in contact with the water), and a roughness coefficient n that depends on the pipe or channel material. A smooth concrete pipe has a low n and carries more flow for the same slope and size than a rough corrugated metal pipe would.
For a circular pipe flowing completely full, the hydraulic radius simplifies neatly to one-quarter of the diameter — a standard result of full-circle geometry (wetted perimeter = full circumference, flow area = full circle area, and the ratio between them reduces to D/4).
V = (1.49/n) × R^(2/3) × S^(1/2) Q = V × A For a full circular pipe: R = D/4
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Building Construction Illustrated by Francis D. K. Ching — A drawn, plain-language guide to how buildings and their materials go together. (Bookshop.org UK, UK delivery only)
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