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
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[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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