Mud-stone flow discharge guiding groove based on step anti-flushing notched sill group and use thereof
An anti-scour and debris flow technology, applied in water conservancy engineering, marine engineering, construction, etc., can solve the problems of blocking the connection between aquatic organisms, the bulk density of debris flow is not too high, and it is not conducive to the ecological restoration of trench beds. Conducive to the ecological restoration of the channel and the effect of operation and management
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Embodiment 1
[0035] Such as figure 1 , figure 2 , Figure 5 shown. For a watershed area of 1.0km 2 , The accumulation fan slope is 16%. On the debris flow accumulation fan, the debris flow drainage channel based on the stepped anti-scour tooth sill group includes the beam side wall 2 and the stepped anti-scour tooth sill group placed therebetween, connected to it, and used in conjunction with it. The sill group is composed of a number of scour-proof tooth sills 1 with a certain interval and a certain buried depth. The burial depth H of the anti-scouring tooth sills 1 is 2.5m, and the distance L between the anti-scouring tooth sills 1 is 4.0m.
[0036] The lateral length B of the anti-scour tooth sills 1 forming the step anti-scour tooth sill group in the vertical direction of the beam side wall 2 is smaller than the width D of the debris flow drainage channel, and the anti-scour tooth sills forming the step anti-scour tooth sill group The scouring tooth sill 1 is distributed in a ...
Embodiment 2
[0039] Such as figure 1 , image 3 , Image 6 shown. For a watershed area of 8.0km 2 , The slope of the accumulation fan is 10%. The similarities with Embodiment 1 will not be repeated, and the difference is that the burial depth H of the anti-scour sills 1 is 1.8 m, and the distance L between the anti-scour sills 1 is 8.0 m.
[0040] at P 2% Under the design standard, the debris flow flow rate of the drainage channel is 68.0m 3 / s, D takes 5.0m, B takes 2.5m; inclination angle α takes 70°; slope gradient 1:n takes 1:10; top width b 1 Take 1.0m, bottom width b 2 Take 1.5m, and take 1:0.8 as the gradient 1:m at the upstream side. h 1 Take 0.63m.
Embodiment 3
[0042] Such as figure 1 , Figure 4 , Figure 7 shown. For a basin area of 30.0km 2 , The slope of the accumulation fan is 5%. The similarities with the first embodiment will not be repeated, and the difference is that: the burial depth H of the anti-scour sills 1 is 1.5 m, and the distance L between the anti-scour sills 1 is 15.0 m.
[0043] at P 2% Under the design standard, the debris flow flow rate of the drainage channel is 185.0m 3 / s, D takes 16.0m, B takes 6.0m; inclination angle α takes 85°; slope gradient 1:n takes 1:20; top width b 1 Take 1.5m, bottom width b 2 Take 2.0m, and take 1:1 for the gradient 1:m at the upstream side. h 1 Take 0.5m.
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