While designing a clariflocculator what is the maximum limit velocity that is assumed?

While designing an HRSCC what is the Solid loading rate assumed for the Clarification zone?

What is the void ratio of filter media?

What is the rate of backwash water?

Which of these has been used as a medium for high rate filtration?

For rock type high filtration rate trickling filters what would be the organic loading rate assumed?

What is the percentage of wash water?

Hindered zone settling refers to the suspensions of intermediate concentration.