Method for safely plugging diversion tunnel under bad geological condition of high water head of hydropower engineering

A technology of hydropower engineering and geological conditions, applied in water conservancy engineering, marine engineering, construction, etc., can solve problems such as safety risks of plug construction personnel, failure of diversion tunnel sealing, public safety hazards, etc., and achieves good popularization and application value. The effect of improving the safety assurance rate and protecting the safety

Active Publication Date: 2019-11-26
SICHUAN UNIV
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  • 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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  • Method for safely plugging diversion tunnel under bad geological condition of high water head of hydropower engineering
  • Method for safely plugging diversion tunnel under bad geological condition of high water head of hydropower engineering
  • Method for safely plugging diversion tunnel under bad geological condition of high water head of hydropower engineering

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Experimental program
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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 plugging a diversion tunnel under a bad geological condition of a high water head of hydropower engineering. The method includes the steps of gate switching-on, water pumping and plugging, wherein plugging includes safety protection plug construction, bad geological section surround rock reinforcing construction and permanent plug construction. Accordingto the method, aiming at the characteristics of diversion tunnel plugging under the bad geological condition of the high water head of hydropower engineering, a safety protection plug is adopted, badgeological section surround rock is reinforced, through two guarantees, the risk of losing stability of the bad geological section surround rock under the action of the high water head is effectivelyavoided, the safety guarantee rate of gate switching-on and plugging of the diversion tunnel is increased greatly, meanwhile sudden water burst in the tunnel can also be blocked by the safety protection plug when an inlet gate of the diversion tunnel is damaged, and thus the safety of plugging construction workers is guaranteed; and implementation operability is high, a safety protection plug concrete pouring and bad geological section consolidation grouting process is simple, the plugging effect is good, the construction period is short, the construction cost is low, and the method has greatapplication and popularization 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 Applications(China)
IPC IPC(8): E02B3/16
CPCE02B3/16
Inventor 赵璐刘利文梁川
Owner SICHUAN UNIV
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