Chapter:

Activated-Sludge-Process

1. Which of following is true for screens and comminutors?


2. What is amount of grit quantities captured by aerated grit chamber?


3. How is headloss for a fine screen calculated?


4. What is maximum allowable approach velocity for a bar screen at peak flow rates?


5. The head lost by water flowing in a channel as a result of turbulence caused by velocity of flowing water is called ____


6. What is horizontal velocity considered for grit chamber?


7. At what velocity will particles settle down?


8. What should be installed in order to control velocity of bar screens?


9. Grit chambers are constructed to prevent ir accumulation in ___


10. __________ wastewater treatment plant may or may not need screens.