Method for power generation by developing and utilizing dead water quantity of water reservoir
A dead water and reservoir technology, applied in the field of development and utilization of dead water in reservoirs, to achieve the effects of low cost, improved flood control capability, and improved flood control conditions
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[0025] In this embodiment, N-level reservoirs are planned for the watershed, and the layout of 1-level to N-level reservoirs is shown in figure 1 . The design parameters of the N-4 level reservoir in this basin are as follows: the normal storage level is 2800 meters, the flood level is 2801 meters, and the check flood level is It is 2803 meters, the dead water level is 2700 meters, and the sedimentation water level It is 2480 meters. Controlled by the influence of the hydraulic head variation in design of the turbine design, the unused stagnant water volume of the hydropower station supporting the N-4 reservoir is 5 billion m 3 (Wherein the stagnant water volume V1=3.6 billion m between 2600-2700 meters 3 , the amount of dead water V2 between 2500-2600 meters = 1.4 billion m 3 )(See figure 2 ). The power generation diversion system and flood discharge tunnel of the N-4 reservoir are arranged on the right bank, and a diversion tunnel is arranged on the left and ri...
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