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Water Hammer Pressure Estimator

Estimate the pressure surge from a sudden valve closure or pump trip using the Joukowsky equation, with pressure wave speed derived from fluid and pipe-wall properties.

Input

Fluid & Pipe

Flow Change

Flow velocity before closure minus velocity after (full stop = initial velocity).

Adds the steady pressure to the surge to give the peak pressure.

Output

Results
PropertyValue
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REST API

curl -X POST https://api.iotools.cloud/v1/tool/water-hammer-pressure-estimator \
  -H "Authorization: Bearer YOUR_API_KEY" \
  -H "Content-Type: application/json" \
  -d '{
    "fluid": "water",
    "material": "steel",
    "diameter": "200",
    "wallThickness": "6",
    "length": "500",
    "velocityChange": "2",
    "closureTime": "0.5",
    "operatingPressure": "6"
  }'

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Use the IOTools `water-hammer-pressure-estimator` tool (Water Hammer Pressure Estimator) on this input:

YOUR_INPUT_HERE

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  title="Water Hammer Pressure Estimator — iotools.cloud"
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<script src="https://iotools.cloud/embed.js" async></script>

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Cost per API/MCP callFrom 5 credits
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Guides

Estimate the pressure surge that follows a fast valve closure or pump trip. Enter the fluid, pipe material, inner diameter, wall thickness, pipe length, the change in flow velocity and the valve closure time; the estimator returns the pressure wave speed, the surge in kPa, bar and psi, and (optionally) the peak pressure on top of your operating pressure. Everything runs in your browser.

How to use it

  1. Choose the fluid and the pipe material.
  2. Enter the pipe's inner diameter and wall thickness in millimeters and its length in meters.
  3. Enter the velocity change ΔV (the initial velocity for a full stop) and the closure time.
  4. Optionally add the steady operating pressure in bar to see the peak.

The equations

  • Wave speed: a = √( (K/ρ) / (1 + K·D / (E·t)) ) for a thin-walled, anchored pipe, where K is the fluid bulk modulus, ρ its density, D the diameter, E the pipe's Young's modulus and t the wall thickness. A stiff steel pipe carrying water gives roughly 1,200–1,300 m/s; flexible plastic pipes are far lower.
  • Critical time: 2L / a is the time a pressure wave needs to travel to the far end of the pipe and back.
  • Rapid closure (closure time ≤ 2L/a): the full Joukowsky surge applies, ΔP = ρ · a · ΔV.
  • Slow closure (closure time > 2L/a): the surge is reduced; the tool uses the Michaud approximation ΔP = ρ · L · ΔV / t.

Limits

This is a first-pass estimate. It assumes a straight, uniform, thin-walled pipe, no column separation, no friction damping and no surge-protection devices. Use it to size up the risk, then run a full transient analysis for design work.

surgejoukowskyvalve closurepipepressure wavehydraulic transientpump tripwave speed

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