A composite debris flow blocking system
A kind of debris flow, composite technology, applied in marine engineering, construction, artificial waterway, etc., can solve problems such as unsatisfactory debris flow effect, achieve strong resistance to geological disasters, reduce impact and destructive effects
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Embodiment 1
[0039] Such as figure 1 As shown, a composite debris flow blocking system is arranged in the debris flow channel 2 formed between the highlands 1 on both sides. According to the flow direction 3 of the debris flow in the debris flow channel 2, the blocking system includes sequentially setting The entrapment deceleration zone 4, the hedge energy dissipation zone and the interception dam 9, wherein the entrapment deceleration zone 4 includes a number of protrusions arranged in the debris flow channel 2, and there are gaps between the protrusions, so that the flow through The debris flow is decelerated and intercepted; the hedging energy dissipation zone includes a diverter dam 6 that divides the debris flow into at least two strands, and the two divided debris flows are respectively guided by the hedging guide device 8 to form a convection that flows in an intersecting direction, and then when they meet The hedge forms turbulent flow to dissipate the debris flow; the interceptio...
Embodiment 2
[0043] This embodiment is an improvement made on the basis of Embodiment 1, its basic structure is the same as that of Embodiment 1, and the improvements are as follows: figure 2 , 4 , 5 and 6, the diverter dam 6 includes a semi-conical first dam body 601, and the semi-conical tip faces the direction of the debris flow, thereby forming two first diverter channels 605 on both sides thereof;
[0044] The counter guide device 8 includes a first arc-shaped guide dam 801 and a second arc-shaped guide dam 802 respectively arranged in front of the flow direction of the two first branch channels 605, wherein the first arc-shaped guide dam 801 and the second arc-shaped guide dam 801 Shaped guide dams 802 are arranged obliquely on both sides of the debris flow channel 2, and one end of the first arc-shaped guide dam 801 and the second arc-shaped guide dam 802 at the edge of the debris flow channel 2 is closer to the debris flow flow direction 3 than the other end. so that the two stre...
Embodiment 3
[0049] This embodiment is an improvement made on the basis of Embodiment 2, its basic structure is the same as that of Embodiment 2, and the improvements are as follows: Figure 5 and 6 As shown, the inside of the first dam body 601 is a hollow structure, and a number of permeable holes 602 are distributed on its surface. A water flow channel 606 is formed; an arched stabilizing portion 603 is provided at the end of the first dam body 601 opposite to the tapered tip, and several supporting columns 604 are arranged in the arched stabilizing portion 603, and there are gaps between these supporting columns 604, Thus, a grid-shaped structure for filtering the water flow channel 606 is formed.
[0050] In this embodiment, the first dam body 601 is in the shape of a semi-cone, which is actually a shape in which a cone is cut in half along its axial direction. During the large process, the first dam body 601 will be submerged gradually from the tip part gradually. Because there are...
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