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A method for safely sealing diversion tunnels under high water head and unfavorable geological conditions in hydropower projects

A technology for hydropower engineering and geological conditions, applied in water conservancy projects, sea area engineering, construction, etc., can solve the problems of diversion tunnel plugging failure, instability, economic loss, etc., to improve the ability to resist high water head and increase the anti-friction coefficient , Improve the effect of safety assurance rate

Active Publication Date: 2021-06-08
SICHUAN UNIV
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0002] The diversion tunnel is used to divert and divert the river water flow under construction after the cofferdam is built upstream and downstream of the hydropower project to ensure that the dam project is constructed on dry land. After the buildings and flood discharge structures are completed, they will lose their function and need to be blocked. The closure of the diversion tunnel marks the beginning of water storage in the hydropower project, which is the key control condition for reservoir water storage and an important milestone event in the construction of hydropower projects. Whether the plugging of diversion tunnels can be completed smoothly and in time plays an extremely important role in realizing the benefits of the entire project on schedule. Practice has proved that there have been many failures of diversion tunnel plugging in hydropower projects at home and abroad, causing major economic losses and causing major public accidents. Safety hazards and major public opinion, therefore, the diversion tunnel blockage must be absolutely foolproof
[0003] The position of the diversion tunnel plugging head must be set at the position of the anti-seepage curtain of the hydropower project, and it is combined with the curtain to form a part of the anti-seepage system, so that the entire anti-seepage system of the water-retaining building becomes a whole. Otherwise, regardless of the plugging head Whether in front of the anti-seepage curtain or behind the anti-seepage curtain, the diversion tunnel and its surrounding rock may become seepage channels. After the blockage, the water level of the reservoir rises rapidly, and the surrounding rock of the diversion tunnel at this distance will bear the effect of high water head. Since the diversion tunnel is a temporary structure, the geological conditions are often worse than those of the main permanent project. There will be a risk of instability under high water head, which will determine the success or failure of the plugging of the diversion tunnel. In addition, if the upstream inlet gate is damaged during the permanent plugging construction, the sudden water gushing in the tunnel will also pose a huge safety risk to the plugging construction personnel. Therefore, it is necessary to study a safe sealing method for diversion tunnels under high water head and unfavorable geological conditions in hydropower projects.

Method used

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  • A method for safely sealing diversion tunnels under high water head and unfavorable geological conditions in hydropower projects
  • A method for safely sealing diversion tunnels under high water head and unfavorable geological conditions in hydropower projects
  • A method for safely sealing diversion tunnels under high water head and unfavorable geological conditions in hydropower projects

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Experimental program
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Effect test

Embodiment

[0030] A method for safely plugging diversion tunnels under high water head and adverse geological conditions in hydropower projects, comprising the following steps:

[0031] S1. Lower gate: lower the gate 1 and gate 2 of the diversion tunnel entrance; lower the gate 1 and gate 2 of the diversion tunnel by using hoisting system, door crane or automobile crawler crane. Do a good job of dredging the gate groove before opening the gate to ensure that the gate can be opened smoothly. Divers can be used to clean up with mud pumps and high-pressure air pipes;

[0032] S2. Pumping water: After the gate is lowered, the drainage pontoons equipped with water pumps are transferred to the inside of the diversion tunnel inlet gate 1 and outlet gate 2 to pump water at the same time, and the water in the diversion tunnel is drained;

[0033] S3. Plugging: including the construction of safety protection plug 3, the reinforcement construction of surrounding rock 4 in unfavorable geological sec...

experiment example

[0042] Such as figure 1 , figure 2 , image 3 and Figure 4 As shown, the hydropower project is arranged with 5 diversion tunnels, that is, the left bank 1 # ,2 # Diversion Tunnel and Right Bank 3 # 、4 # 、5 # diversion tunnel, where the left bank 1 # ,2 # and Right Bank 3 # 、4 # The size of the cross-section of the diversion tunnel is 16.5m×24.0m, and the right bank 5 # The size of the cross-section of the diversion tunnel is 12.0m×16.0m, and the cross-sections of the five diversion tunnels are all in the shape of a city gate; the upstream design water retaining head during the closure period of the diversion tunnel is 108.88m, and the upstream design water head is 172m after the power station is in operation , according to the geological conditions of the diversion tunnel, the closing sequence of the lower gate is 4 # →3 # →1 # →2 # →5 # The diversion tunnel needs to be completed in a dry season (7 months), and the water level gradually rises during the closu...

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Abstract

The invention discloses a method for safely sealing diversion tunnels under high water head and adverse geological conditions in hydropower projects, which includes lowering gates, pumping water and sealing, wherein the sealing includes construction of safety protection plugs, reinforcement construction of surrounding rocks in adverse geological sections and permanent construction. Plug construction. The method of the present invention aims at the plugging characteristics of the diversion tunnel under the adverse geological conditions of high water head in hydropower projects, adopts safety protection plugs and reinforces the surrounding rock of the unfavorable geological section, and effectively avoids failure of the surrounding rock under the high water head of the unfavorable geological section through two guarantees. It can greatly improve the safety assurance rate of the closure of the diversion tunnel lower gate, and at the same time, the safety protection plug can also block the sudden water gushing in the tunnel when the diversion tunnel entrance gate is damaged, so as to protect the safety of the construction workers. The invention has strong operability, simple technology for pouring concrete for safety protection plugs and consolidation grouting for unfavorable geological sections, good plugging effect, short construction period and low construction cost, and has good popularization and application value.

Description

technical field [0001] The invention belongs to the technical field of hydraulic structure engineering construction, and in particular relates to a method for safely sealing diversion tunnels under high water head and adverse geological conditions in hydropower projects. Background technique [0002] The diversion tunnel is used to divert and divert the river water flow under construction after the cofferdam is built upstream and downstream of the hydropower project to ensure that the dam project is constructed on dry land. After the buildings and flood discharge structures are completed, they will lose their function and need to be blocked. The closure of the diversion tunnel marks the beginning of water storage in the hydropower project, which is the key control condition for reservoir water storage and an important milestone event in the construction of hydropower projects. Whether the plugging of diversion tunnels can be completed smoothly and in time plays an extremely ...

Claims

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Application Information

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Patent Type & Authority Patents(China)
IPC IPC(8): E02B3/16
CPCE02B3/16
Inventor 赵璐刘利文梁川
Owner SICHUAN UNIV
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