The invention relates to the technical field of
hydraulic engineering energy dissipation, in particular to a hydroelectric
hydraulic engineering energy dissipation area protection structure which comprises a dam, the bottom end of a drainage slope on the dam is connected with a long drainage channel with a concave section, and a long auxiliary
water channel with a concave section is arranged below the long drainage channel. The long drainage channel is provided with an energy dissipation slope used for throwing
water flow into the air, a square-groove-shell-shaped energy dissipation
pool, a drainage hole plate, a water collector and a monitoring water tank shell, the
water flow is thrown into the air through the energy dissipation slope to achieve
primary energy dissipation, and then the
water flow falls into the energy dissipation
pool and collides with stored water in the energy dissipation
pool to achieve
secondary energy dissipation. If
silt is accumulated at the corner position of the bottom of the water inlet end of the energy dissipation slope, a
silt cleaning mechanism can be automatically triggered, the hole discharging plate sprays water flow upwards to
impact the
silt accumulated on the upper portion, meanwhile, the energy dissipation slope swings and is laid flat so that the silt can flow away smoothly, and after silt cleaning is finished, the energy dissipation slope swings and inclines again to continue to dissipate energy.