Ventilation anti-scour structure of overflow cofferdam and anti-scour method
An anti-scour and cofferdam technology, which is applied in infrastructure engineering, construction, etc., can solve problems such as cofferdam collapse, achieve good anti-scour effect, easy design and construction, and low cost
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Embodiment 1
[0042] like image 3 As shown, this embodiment is the construction cofferdam of a large-scale hydropower station, which adopts concrete overwater cofferdam, and the design water retention standard of the cofferdam adopts the design flood once in 30 years during the dry period, and two pairs of diameters are set on the downstream weir surface 3-2 A 0.72m auxiliary pipe 2, two pairs of auxiliary pipes 2 are distributed on both sides of the slope, a main pipe 1 with a diameter of 0.9m, the elevation of the weir top 4 of the water cofferdam 3 is 950.6m, and the width is 60m. The elevations of the right and right weir shoulders are both 951.3m, and the widths of the left and right weir shoulders are 22m and 24m respectively.
[0043] like Figure 4 , this embodiment is simulated on a normal model of 1:60, the water level at the top of the weir is 951.62m, the water flow is good, the water flow climbs small, and the drop point of the water tongue 5 does not directly hit the downstr...
Embodiment 2
[0045] In this embodiment, one of the four auxiliary pipes 2 in the first embodiment is blocked, and only three auxiliary pipes 2 are left; the same is simulated on the normal model of 1:60, and the lifting water level of the top of the weir is 951.62m. The flow state of the water flow is good, the climb of the water flow is small, and the landing point of the water tongue 5 does not directly hit the downstream weir surface 3-2.
Embodiment 3
[0047] In this embodiment, two of the four auxiliary pipes 2 in the first embodiment are blocked, and only two auxiliary pipes 2 are left; the same is simulated on the normal model of 1:60, and the lifting water level of the top of the weir is 951.62m. The flow state of the water flow is good, the climb of the water flow is small, and the landing point of the water tongue 5 does not directly hit the downstream weir surface 3-2.
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