Combined energy dissipater suitable for high-head and low-flow flood discharge and energy dissipation
A small flow, high water head technology, applied in water conservancy projects, sea area projects, coastline protection, etc., can solve the problems of good energy dissipation effect, large flood discharge drop, and inconspicuous effect, so as to facilitate construction, improve energy dissipation rate, and benefit Effects of impact and friction
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[0017] Embodiment 1: as Figure 1-6 As shown, a combined energy dissipation device suitable for flood discharge and energy dissipation with high water head and small flow, including wide tail pier 1, left pier 2, middle pier 3, right pier 4, stepped energy dissipation transition section 5, and stepped energy dissipation uniform section 6 , aerated ridge 8, inverted "V"-shaped ladder, the left pier 2, middle pier 3 and right pier 4 are located on the WES curved surface of the dam body, and the left pier 2, middle pier 3 and right pier 4 are all provided with wide tail pier 1. The wide-tailed pier 1 is a diffused wide-tailed pier. There is an aeration ridge 8 under the wide-tailed pier 1. The other end of the aeration ridge 8 is connected to the inverted "V"-shaped ladder. Part of it is a stepped energy dissipation transition section 5, and the lower part is a stepped energy dissipation uniform section 6, and the stepped energy dissipation transition section 5 is in the shape of...
example 1
[0023] Example 1: Ahai Hydropower Station adopts the integrated energy dissipation method of traditional Y-shaped wide tail pier + stepped overflow dam + stilling basin for energy dissipation and anti-scouring. Serious erosion of the steps and potential safety hazards of the dam body were eliminated. After reviewing a large number of technical materials, the Ahai Power Station uses 5 holes to discharge the flow, and the peak flow rate of the 5000-year flood reaches 17500 m 3 / s, once in 1000 flood peak flow reaches 15300 m 3 / s, the once-in-100-year flood peak flow reaches 12,200 m 3 / s, belongs to high water head and large flow power station. In the 1:60 hydraulic model experiment, it was found that the Y-shaped wide-tailed pier caused increased negative pressure on the steps, serious cavitation and cavitation when the water flow was contracted, and the energy dissipation of the steps was not fully utilized. The overall energy dissipation effect has a greater impact.
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