Flood discharging and energy dissipating device
A technology for energy dissipation and flood discharge, which is applied in water conservancy projects, sea area engineering, coastline protection, etc. It can solve the problems of large discharge flow energy and scouring of the bottom of dams, etc., and achieve the effect of improving energy dissipation efficiency
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Embodiment 1
[0017] Example 1: The bottom slope of the downstream section of a project spillway tunnel is 0.1, the width is 15m, and the discharge flow is 600m 3 / s~2800m 3 / s, the terminal velocity is 27m / s~35m / s. Adopt energy dissipater described in the present invention, its arrangement form is as shown in Fig. 1~ image 3 shown. A wide tail energy dissipation pier 2 is installed at the end of the spillway tunnel. The bottom of the pier body is parallel to the spillway tunnel, 1.5m away from the bottom of the spillway tunnel. The height of the pier gradually increases from 2.5m to 3.0m. The length of the pier body is 7.5m. The angle is 4°, the shrinkage ratio of the wide tail energy dissipation pier 2 is 0.28, and the height from the lower surface to the runner surface 6 is 0.25 times of the maximum flood discharge depth. The downstream stilling basin 3 is equal width stilling basin, the width of the stilling basin 3 is 15m, the length is 60m, and the end of the rear stilling basin i...
Embodiment 2
[0018] Embodiment 2: On the basis of Embodiment 1, set the protruding angle on the upper surface of the wide-tail energy dissipation pier 2 to -10°, the shrinkage ratio to 0.2, and the height from the lower surface to the runner surface 6 to be 0.2 times the maximum flood discharge depth . At this time, there is also a better energy dissipation effect, but compared with Example 1, the energy dissipation rate is reduced.
Embodiment 3
[0019] Embodiment 3: On the basis of Embodiment 1, the angle of the upper surface of the wide tail energy dissipation pier 2 is set to 15°, the shrinkage ratio is set to 0.5, and the height from the lower surface to the runner surface 6 is 0.3 times of the maximum flood discharge depth. The energy dissipation effect at this time is equivalent to that of Embodiment 1, but due to the increase of the protruding angle, the length of the stilling pool 3 is extended accordingly.
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