Flood discharge hole opening multi-layer asymmetric arrangement method suitable for high arch dams
A layout method and asymmetric technology, applied in arch dams, dams, water conservancy projects, etc., can solve the problems of unable to open the water tongue longitudinally, unable to reduce the energy dissipation pressure of the water cushion pond, unable to ensure sufficient collision of the water tongue in the air, etc. Achieving the effect of reasonable collision angle and avoiding spatial overlap
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Embodiment 1
[0031] A multi-layer asymmetric layout method for flood discharge orifices suitable for high arch dams. The dam body orifices are arranged in two layers of surface hole overflow weirs and deep hole overflow weirs. There are 6 surface hole overflow weirs and are arranged along the The center of the arch dam is arranged asymmetrically, and there are 7 deep hole overflow weirs, which are arranged asymmetrically along the center of the arch dam. The surface hole overflow weirs and deep hole overflow weirs are arranged alternately in space.
[0032] Further, preferably, the width of the surface holes is W, and the minimum thickness of the pier between the surface holes is not less than 0.25W.
[0033] Further, preferably, the top of the outlet of the deep hole overflow weir is pressed down in an arc shape, and the height of the outlet is 2 / 3 of the height of the cave body.
[0034] Further, preferably, the plane layout of the deep hole overflow weir and the surface hole overflow we...
Embodiment 2
[0037] Embodiment 2: Based on Embodiment 1, but different again is;
[0038] Further, preferably, the 6 surface hole overflow weirs are arranged asymmetrically according to the angle, 1# and 4# use the surface hole overflow weir outlet and adopt a large depression angle design, the large depression angle is 35°, 2# and 5# surface hole overflow The outlet of the weir is designed with a small angle of 5°. The outlet of the 3# surface hole overflow weir is designed with a small depression angle of 15°. The outlet of the overflow weir of 6# is designed with a medium depression angle of 25°. , the distance between the surface hole overflow weirs with the same or similar outlet angle is two surface hole overflow weirs.
[0039] The present invention adopts 6 surface holes and divides them into three groups: wherein 1# and 4# are designed with a large depression angle at the surface hole outlet, and the depression angle is 35°; 2# and 5# surface hole outlets are designed with a small...
Embodiment 3
[0040] Embodiment 3: based on Embodiment 1 and 2, but different again is;
[0041] Further, preferably, the outlet angles of the seven deep hole overflow weirs are symmetrically arranged, the outlets of 1# and 7# deep hole overflow weirs have a small depression angle, and the small depression angle is 5°, and the outlets of 2# and 6# deep hole overflow weirs The outlet is a small angle of 3°, the outlet of 3# and 5# deep hole overflow weirs is a medium angle of 12°, and the outlet of 4# deep hole overflow weir is a large angle, large The pick angle is 25°, the outlets of the deep hole overflow weirs are located at the same elevation, and the distance between the outlet elevation of the deep hole overflow weirs and the elevation of the top of the surface hole overflow weirs is 6-8W.
[0042] Aiming at the problem of deep hole water tongue dispersion, the present invention arranges the center of the protruding angles of the deep holes symmetrically, wherein the outlets of the 1#...
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