Independent study aid. Not affiliated with or endorsed by NCEES. Always verify against the current NCEES exam specifications and reference handbook.

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Water Hammer — Surge Calculator

Enter the pipe geometry and material, the water's bulk modulus, and the velocity change — the calculator returns the pressure-wave celerity, the Joukowsky surge pressure and head, the critical closure time, and whether your valve closure counts as rapid or gradual.

a = √(K/ρ) / √[1 + (K/E)(D/e)]   Δp = ρaΔV   ΔH = aΔV/g   tc = 2L/a

apressure-wave celerity (m/s) — the elastic-pipe form; a rigid pipe gives the ceiling √(K/ρ)
ΔVmagnitude of the velocity change, Vinitial − Vfinal (m/s)
tccritical closure time (s): closures faster than this see the full Joukowsky surge
Gradual-closure estimatefor t > 2L/a: ΔH ≈ 2LΔV/(g t) (simplified Michaud approximation)

For study and checking only. These calculators run entirely in your browser — nothing is sent anywhere. They are meant to verify your hand calculations while you study; on the exam you will work by hand with the NCEES reference handbook. Surge protection design for real systems needs a qualified engineer — this tool does not size protection devices.

Worked example: instant valve closure

A steel water main (L = 500 m, D = 300 mm, e = 8 mm, E = 200 GPa) carries water (K = 2.2 GPa, ρ = 1000 kg/m³) at 1.5 m/s. The valve is slammed shut (t ≈ 0). Find the surge head and pressure.

Exam tip: ΔV is the velocity change, not the flow velocity. If the valve only throttles the flow from 2.0 to 0.5 m/s, ΔV = 1.5 m/s — plugging in 2.0 overstates the surge.

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Preparing for exam day? The 110-question FE Civil practice exam is a full 5-hour-20-minute rehearsal with detailed solutions.