Flow-guide type grading energy-dissipation defoaming siphonic water-collecting well in front of weir flow and method
A siphon well and energy dissipation technology, which is applied in the field of environmental protection facilities and hydraulic facilities, can solve problems such as poor fluidity, adverse effects of defoaming, and high turbulent intensity of water passing through the weir, so as to reduce the amount of engineering, reduce construction costs, The effect of saving manpower and material resources
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Embodiment 1
[0023] This embodiment is a diversion type graded energy-dissipating and defoaming siphon well before the weir flow, such as figure 1 , 2 shown. This embodiment includes: a water inlet 1, a well body 2 and a water outlet 3. The middle part of the well body is provided with an overflow weir 4, and the well body is divided into a weir front section 201 and a weir back section 202. The water inlet and The water outlets are respectively connected to the bottom of the front section of the weir and the bottom of the back section of the weir. The front section of the weir is a gradual diffusion type, and a diversion pier 5 is arranged directly in front of the water outlet. The back section of the weir is provided with multi-layer horizontal orifice plates 6 and vertical Orifice plate7.
[0024] The front of the weir of the siphon well described in this embodiment adopts the design pattern of gradual diffusion and diversion pier. The water concentrated in the middle of the siphon w...
Embodiment 2
[0035] This embodiment is an improvement of the first embodiment, and is a refinement of the first embodiment on the diversion pier. The diversion pier described in this embodiment is a triangular pier.
[0036] The triangular flow diversion pier described in this embodiment refers to a flow diversion pier whose horizontal cross section is triangular. The height of the diversion pier should exceed the height of the water outlet. The apex of the triangle is facing the direction of water flow.
Embodiment 3
[0038] This embodiment is an improvement of the above embodiment, and is a refinement of the above embodiment on the apex angle of the triangular diversion pier. The apex angle of the triangular pier described in this embodiment is 90°-150°.
[0039] The top angle of the triangular pier is to better separate the water flow, and its angle should be compatible with the angle of the side wall in the front section of the weir.
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