Structure and method for controlling dam break flood peak flow of barrier dam

A technology of flood peak flow and dam failure, applied in the structural field of controlling the flood peak flow of dam dam failure, can solve the problems such as the inability to effectively reduce the disaster and safety risks of the dammed lake, the great threat to the safety of construction personnel, and the limited side slope protection, etc. Achieve the effect of delaying the expansion speed of the buffer erosion, fast effect, and delaying the collapse time

Active Publication Date: 2020-02-21
POWERCHINA CHENGDU ENG
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Problems solved by technology

At present, some people propose to add anti-scouring structures directly in the discharge channel, and some people propose to put artificial structures in the later stage of the discharge of the barrier lake. These two methods have certain problems: the former will cause no erosion in the initial stage of discharge. , the drainage efficiency is low, and the water level of the barrier lake will rise rapidly, which cannot effectively reduce the disaster and safety risks of the ba

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  • Structure and method for controlling dam break flood peak flow of barrier dam
  • Structure and method for controlling dam break flood peak flow of barrier dam

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Embodiment Construction

[0019] The present invention will be further described below in conjunction with the accompanying drawings and specific embodiments.

[0020] Such as Figure 1 to Figure 2 As shown in , the structure for controlling the peak flow of a dam break in the present invention is provided with steel pipe piles 1 at the middle and lower parts of the dams on both sides of the discharge channel 2, and the steel pipe piles 1 on each side are respectively adjacent to It is arranged on the outside of the side bank slope line 3 corresponding to the side bank of the corresponding discharge channel 2 under the peak flow state from the dam break to 20 years, and the inner end of the steel pipe pile 1 is at least as deep as the dam break to 20 10m below the footline 4 of the side bank slope corresponding to the side bank of the corresponding discharge channel 2 under the once-annual flood peak flow state.

[0021] By arranging the steel pipe pile 1, in the later stage of the discharge, when the...

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Abstract

The invention discloses a structure and method for controlling dam break flood peak flow of a barrier dam, belongs to the field of disaster prevention and reduction engineering, and provides a structure and method capable of effectively controlling the dam break flood peak flow of the barrier dam. According to the structure for controlling the dam break flood peak flow of the barrier dam, steel pipe piles are arranged on the positions, on the two sides of a drainage channel, of the lower middle portion of the barrier dam respectively, the steel pipe piles on each side are closely arranged on the outer sides of side bank slope lines corresponding to side banks of the corresponding drainage channel in the state of flood peak flow in the period from dam break to 20 years, and the inner ends of the steel pipe piles at least penetrate into the positions 10m below side bank slope lines corresponding to the side banks of the corresponding drainage channel in the state of flood peak flow in the period from dam break to 20 years. According to the structure and method, erosion expansion speed of the two banks of the drainage channel can be decreased through erosion resistance of steel pipe pile protection slopes on the two sides, protective cement paste reinforcement stone cages on the two sides and outlet impact-resistant cement paste reinforcement stone cages, so that the dam break time of the barrier dam is delayed, the maximum flood peak flow of dam break is effectively reduced, and the purposes of disaster prevention and reduction are achieved.

Description

technical field [0001] The invention relates to the field of disaster prevention and mitigation engineering, in particular to a structure and method for controlling the peak flow of a dam break when a dam breaks. Background technique [0002] In recent years, my country's and the world's geological structures have been relatively active, and extreme disasters such as heavy rains and strong earthquakes have occurred frequently, resulting in frequent landslides and the formation of barrier lakes, especially in the mountainous areas of southwest my country. In the past 10 years, there have been more than ten typical landslides blocking rivers in Southwest my country. For example, from October 11 to November 3, 2018, four large-scale landslides occurred in Baige on the Jinsha River and Milin on the Yarlung Zangbo River in the Tibet Autonomous Region. Large-scale landslides and glacial debris flows blocked the main streams of the Jinsha River and the Yarlung Zangbo River respectiv...

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Application Information

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IPC IPC(8): E02B7/04E02D27/40
CPCE02B7/04E02D27/40
Inventor 张世殊胡金山冉从彦何顺宾苏星
Owner POWERCHINA CHENGDU ENG
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