4. A proposed design for a hydroelectric project is based on an avail able water elevation Hof 23 mand discharge of 0.25 m/s through the penstock and turbine. The friction factor can be assumed constant,f= 0.015 for a penstock length of 350 m and diameter of 300 mm. The minor losses are negligible. a. Determine the power in kilowatts that can be expected from the faciity, assuming a turbine e fficiency of 85%. t. Determine the annual energy output assuming a generator efficiency of 95% and plant availability of 96%. -Penstack Turbine and generator

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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4. A proposed design for a hydroelectric project is based on an avai able water elevation Hof
23 mand discharge of 0.25 m³/s through the penstock and turbine. The friction factor can
be assumed constant, f = 0.015 for a penstock length of 350 m and diameter of 300 mm.
The minor losses are negligible.
a. Determine the power in kilowatts that can be expected from the facity,
assuming a turbine efficiency of 85%.
b. Determine the annual energy output assuming a generator efficiency of 95%
and plant availability of 96%.
- Penstock
Turbine and
generator
Transcribed Image Text:4. A proposed design for a hydroelectric project is based on an avai able water elevation Hof 23 mand discharge of 0.25 m³/s through the penstock and turbine. The friction factor can be assumed constant, f = 0.015 for a penstock length of 350 m and diameter of 300 mm. The minor losses are negligible. a. Determine the power in kilowatts that can be expected from the facity, assuming a turbine efficiency of 85%. b. Determine the annual energy output assuming a generator efficiency of 95% and plant availability of 96%. - Penstock Turbine and generator
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