The invention discloses an anti-
cavitation facility of a stepped overflow dam. According to the anti-
cavitation facility of the stepped overflow dam, a flaring
pier is used for increasing the compression capacity on the
water flow, the discharged
water flow is transversely contracted and vertically stretched, and the discharged
water flow is ejected to the downstream. Stranded ejection water tongues aerate and collide with each other in the air, so that energy is dissipated; in addition, a flip bucket arranged at the
tail of the flaring
pier can lift the discharged water flow away from the overflow surface, an
aeration cavity is formed. An anti-
cavitation transition step is utilized to mix outside air into the cavity, so that the negative pressure at the junction of the flip bucket and thetransition step is greatly reduced, the
aeration concentration in the step is improved, and the possibility of cavitation damage is reduced. The step behind the cavity happens to be the drop point ofthe front edges of the water tongues, and the
friction effect of the step on the water flow is utilized to accelerate the dissipation of the step on the
discharge energy; after that, a reverse arc section and a
stilling basin are utilized for further energy dissipation. The anti-cavitation facility of the stepped overflow dam utilizes a combined
flood discharge energy dissipation structure with section partition and region partition, cavitation damage on the overflow dam surface is reduced, and the energy dissipation rate is improved.