A combined super-discharging energy-dissipating flood unit and method
A combined flood overflow technology, applied in water conservancy projects, sea area engineering, coastline protection, etc., can solve the problems of increasing flow coefficient and low efficiency of drainage and energy dissipation, so as to increase flow coefficient, increase effective storage capacity, The effect of simple structure
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Embodiment 1
[0032] This embodiment is a combined super-discharge energy-dissipating flood unit, such as figure 1 , 2 , 3 shown. Including: an inlet overflow weir 2 arranged at the entrance 1 of the spillway, and the downstream of the inlet overflow weir is a steep groove 3 ( figure 2 The excavation side wall line 5 is used to indicate the depth of the steep groove), the steep groove is provided with a water drop energy dissipator 4, and the inlet overflow weir is a composite keyboard overflow weir, and the composite keyboard overflow The weir includes: a weir body 206, the top of the weir body is staggered with forward triangular piers 201 and reverse triangular piers 203 with a horizontal bottom surface, and the length of the bottom surfaces of the forward triangular piers and reverse triangular piers along the water flow direction exceeds The thickness of the top of the weir body forms the front cantilever 205 of the weir and the rear cantilever 204 of the weir; a dividing plate 202 ...
Embodiment 2
[0045] This embodiment is an improvement of the first embodiment, and it is a refinement of the first embodiment about the forward and reverse triangular piers and the partition. The water-facing surface of the forward triangular pier described in this embodiment is parallel to the backwater surface of the reverse triangular pier, and the shape of the partition plate is a parallelogram conforming to the section of the forward triangular pier and the reverse triangular pier along the water flow direction. like Figure 5 shown.
[0046] The shape of the parallelogram partition is determined by the shape of two triangular piers, or conversely, the two bases and two hypotenuses of the partition determine the ground, the water-facing surface and the back-water surface of the two triangular piers Angle.
Embodiment 3
[0048] This embodiment is an improvement of the above embodiment, and is a refinement of the above embodiment on the forward and reverse triangular piers. The bottom angle facing the water of the forward triangular pier described in this embodiment is greater than that of the reverse triangular pier.
[0049] The specific effect produced by this situation is: the water-facing surface of the forward triangular pier is relatively steep, while the water-facing surface of the reverse triangular pier is relatively gentle.
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