CE 704 · Chapter 6
Hydropower Engineering past question
6.2 Forebay and Surge Tanks: importance, general arrangement, condition of their application, hydraulic design
Design a fore bay structure which accommodates water for 3 minutes for operation of a hydropower plant having following data: Design discharge = 20 m³/s; Length of penstock = 300 m; Diameter of penstock = 2.20 m. [3]