Reservoir evacuation and water storage method in emergency state of high dam of hydropower station
A technology for emergency and hydropower stations, applied in water conservancy projects, water conservancy engineering equipment, buildings, etc., can solve problems such as flood discharge and water storage, and achieve significant social and economic benefits, reduce project investment, and achieve significant economic and social benefits.
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Embodiment 1
[0038] In order to overcome the problem that existing projects in distress after the initial water storage cannot discharge floods and then store water, the present invention provides such Figure 1-3 Shown is a method of emptying and refilling the reservoir under the emergency state of the high dam of the hydropower station. This method can effectively solve the problem of emptying the reservoir in an emergency, thereby avoiding or reducing the harm to the downstream, saving emptying time and reducing engineering costs. Investment has significant economic and social benefits.
[0039] One of the purposes of the present invention is: the present invention uses diversion tunnels to be transformed into temporary emptying passages and additional engineering buildings to control the flood discharge downstream, which can effectively reduce the water level of the reservoir in an emergency, facilitate the handling of dangerous situations, and avoid or It can reduce the harm and loss ...
Embodiment 2
[0055] Based on the above-mentioned embodiment, in this embodiment, in the first step of the step, the water level of the reservoir is reduced to the minimum water level through the permanent flood discharge facility, and the minimum water level is within 70m from the maximum depth of the bottom, that is, the maximum underwater depth of the diver. working depth.
[0056] The length of the plug reserved section 6 in the second step of the step is 5m-30m.
[0057] In the sixth step of the above steps, the inlet gate 1 of the diversion tunnel is lifted to penetrate the water discharge channel, wherein the diversion tunnel inlet gate 1 can be lifted through underwater cutting by divers.
[0058] In the seventh step of the step, the water discharge channel is a city gate hole or a circle with a size of 1m to 20m; the arc gate 4 is a steel structure with a width of 1m to 10m; and a height of 1m to 10m.
[0059] The length of the new diversion tunnel plugging body in the ninth step of...
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