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Stored Energy — Hydrotest vs Pneumatic PICK A LINE · SET THE TEST PRESSURE · SEE WHAT IT HOLDS

Line under test

Test medium

Stored energy at this pressure — both media, same pipe

WATER — HYDROSTATIC
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AIR — PNEUMATIC
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—TIMES MORE ENERGY IN THE AIR

What the supports must carry during the test

Casekg / mTotal tonnes× operating
Pipe steel (empty)—
Operating (pipe + process)1.00
Hydrotest (pipe + water)
Grey = steel, blue = water. That blue fraction is the load case your rack, your foundations and your spring hangers must be checked for — W + water, travel stops pinned. It is the only genuine engineering argument for a pneumatic test, and it is solved with temporary supports, not by changing medium.

Method

Water — E = p²·V / (2K) with K = 2.2 GPa. The pipe wall is also a spring; including it (1/K_eff = 1/K + D/(E·t)) raises the water figure roughly 30–40 %, which never changes the verdict. Entrained air does: 1 % trapped air drops K_eff by an order of magnitude — vent your high points.

Air — isentropic expansion to atmosphere, E = p₁V/(k−1)·[1 − (pₐ/p₁)^((k−1)/k)], k = 1.4, absolute pressures.

TNT-equivalent = E / 4.6 MJ per kg. Indicative radius uses Hopkinson–Cranz scaling R = 15·W^⅓ metres, which is about the 1 psi (6.9 kPa) injury/window-breakage threshold. A real exclusion zone is calculated by the method in ASME PCC-2 Article 5.1 and put on the permit.

Code test pressures — B31.3: hydrostatic 1.5 × design × (S_T/S); pneumatic 1.1 × design, with a preliminary check at the lesser of 1.7 barg or 50 % of test pressure and then 10 % steps with a hold and a leak check at each one.
Educational teaching tool — simplified and illustrative. Not for engineering design use.