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Cavitation over spillways

Short answer

Cavitation is the formation and violent collapse of vapour bubbles due to local pressure dropping to vapour pressure, causing erosion, noise and vibration. Over spillways, high flow velocities, operation above design head, surface offsets and gate slots create low-pressure regions that initiate cavitation.

Define cavitation. Write about cavitation phenomenon over the spillway.

Cavitation is the formation of vapour bubbles in a flowing liquid where the local pressure falls to the vapour pressure of the liquid, followed by the violent collapse of these bubbles when they move into a region of higher pressure. The collapse causes very high local pressures (hundreds of MPa), noise, vibration and pitting (erosion) of the boundary.

Cavitation over spillways

  1. Cause – negative pressure: On a spillway the flow velocity is very high (20–40 m/s on high dams), so the pressure head p/γ=H−V2/2gp/\gamma = H - V^2/2g can fall below atmospheric. When the pressure drops to the vapour pressure (about −10 m of water gauge), vapour cavities form.
  2. Operation above design head: an ogee crest designed for head HdH_d follows the nappe; when the actual head exceeds about 1.33 HdH_d, the nappe tends to spring away from the surface, creating sub-atmospheric pressure on the crest and leading to cavitation.
  3. Surface irregularities: offsets, joints, protruding aggregate, rough patches, gate slots, sudden changes in slope or curvature cause local flow separation and low pressure zones in the high-velocity flow.
  4. Gate slots and piers: sharp corners at gate grooves and pier ends generate vortices with low pressure cores.
  5. Location: most damage occurs on the lower chute, the toe/bucket, baffle blocks of stilling basins and downstream of gate slots, where velocities are highest.

Effects

  • Pitting and erosion of concrete; large holes can form in a few hours of high flood flow (e.g. damage at Glen Canyon dam spillway tunnels, 1983).
  • Vibration and noise; reduction in discharge capacity.

Prevention

  • Design crest for adequate head (design head close to maximum head) and smooth profiles.
  • Strict surface tolerances; remove offsets and protrusions; use high-strength concrete or steel lining.
  • Aeration: provide aerators (ramps, grooves, offsets) on chutes to supply air to the flow; 5–8% air concentration near the boundary almost eliminates cavitation damage.
  • Streamlined gate slots and pier noses.
  • Cavitation index check: keep σ=p−pvρV2/2\sigma = \dfrac{p - p_v}{\rho V^2/2} above the critical value for the surface.

✓ Answer checked by Claude Opus 5.5 (high effort)

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