CE 704 · Chapter 4
Hydropower Engineering past question
4.3.1 General arrangement of Intakes for storage plants, Location, Hydraulics of intake
Design and draw section of a side intake for a project in which river bed level is 3315.0 masl. Weir crest level is fixed to 3317.5 masl. The highest flood level in 100 years returned period is 3319.55 masl and flood level in 20 years return period is 3319.55 masl. The canal water level is fixed as 3317.3 masl. The turbine discharge of a period is 1.45 m³/s. Assume other suitable data. Take cylindrical trashrack bar with 10mm thick and 100mm spacing. [6]