Question: 9 . 5 Elevation difference between the reservoir and afterbay is 8 5 m for a hydropower dam. The total head losses are calculated to

9.5 Elevation difference between the reservoir and afterbay is 85m for a hydropower dam. The total head losses are calculated to be 9m for a flow rate of 1,800m3h. Plot the generated power for this hydroelectric station for a turbine efficiency range of 80-90% at 2% increments.
9 . 5 Elevation difference between the reservoir

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