Geological disaster prevention and control system and method for preventing flood and debris flow
A technology for geological disasters and debris flows, applied in river regulation, water conservancy projects, sea area projects, etc., can solve problems such as waste of resources, large use restrictions, and inability to deal with disaster products well, and achieves the goal of reducing harm and reducing impact strength. Effect
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Embodiment 1
[0058] Embodiment 1: as Figure 1~14 As shown, a geological disaster prevention and control system for flood control and debris flow prevention includes a separation system, an energy dissipation system, a silting and dredging system, and an aqueduct 19,
[0059] The separation system includes 3 rock-blocking ditches 3 and water-blocking gates. The three rock-blocking ditches 3 are vertical to the water flow direction of the river channel 1 and arranged upstream of the river channel 1. The water-blocking gates include the prevention and control system water-blocking gate 2 and the river channel water-blocking gate 4. , the river water blocking gate 4 is set in the river channel 1 and downstream of the stone ditch 3, and the river channel water blocking gate 4 is perpendicular to the water flow direction in the river channel 1;
[0060] The energy dissipation system includes a deceleration chute 7, an anti-climbing baffle 10, an anti-shock baffle 11, a silt distribution channel...
Embodiment 2
[0069] Embodiment 2: The structure of the geological disaster prevention and control system for flood control and debris flow prevention in this embodiment is basically the same as the geological disaster prevention and control system for flood control and debris flow prevention in Embodiment 1. The speed reduction pile 8 is a triangular prism structure placed horizontally and one side of the triangular prism is fixedly arranged on the bottom surface of the speed reduction groove 7, and the section of the triangular prism is a right triangle, and the first right angle side of the right triangle is arranged on the bottom surface of the speed reduction groove 7, the second The two right-angled sides are arranged vertically upward on the front end of the first right-angled side, and the angle between the hypotenuse and the first right-angled side is 40°;
[0070] A method for preventing and controlling debris flow geological disasters, using a geological disaster prevention and co...
Embodiment 3
[0074] Embodiment 3: The structure of the geological disaster prevention and control system for flood control and debris flow prevention in this embodiment is basically the same as the geological disaster prevention and control system for flood control and debris flow prevention in Example 1. The difference is that there are 6 stone blocking ditch 3 in the separation system The speed reduction pile 8 is a triangular prism structure placed horizontally and one side of the triangular prism is fixedly arranged on the bottom surface of the speed reduction groove 7, and the section of the triangular prism is a right triangle, and the first right angle side of the right triangle is arranged on the bottom surface of the speed reduction groove 7, the second The two right-angled sides are arranged vertically upward on the front end of the first right-angled side, and the included angle between the hypotenuse and the first right-angled side is 45°;
[0075] A method for preventing and co...
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