Design a coarse screen for the following conditions: A design flow of 1.0m3/s in the approach channel and vh = 0.8m/s. Coarse screen specifications: β = 1.67, W = 10 mm and α = 30°. Channel depth = 0.8 m. ¡ What is the effect on the flow velocity when the screen is half clogged? ¡ What is the headloss when the screen is 50 % clogged? ¡ At what headloss should the screen be cleaned so that the velocity does not exceed 1.2m/s? Please can you help me with this question
Width of water ki requirement kya hai isme
Aur continuity equation me area*velocity hoga n
It is crash course ?
Design a coarse screen for the following conditions:
A design flow of 1.0m3/s in the approach channel and vh = 0.8m/s.
Coarse screen specifications: β = 1.67, W = 10 mm and α = 30°.
Channel depth = 0.8 m.
¡ What is the effect on the flow velocity when the screen is
half clogged?
¡ What is the headloss when the screen is 50 % clogged?
¡ At what headloss should the screen be cleaned so that the
velocity does not exceed 1.2m/s?
Please can you help me with this question
Please help