Calculate the area of granular-media filters needed for suspended-solids removal from a wastewater effluent with an average daily flow of 1500 m3/d and peak 4-hr discharge of 3300 m3/d. The nominal filtration rate should exceed neither 180m3/m2•d with all beds operating nor 350 m3/m2 • d at maximum discharge with only three of four beds in service
We need at least 10 more requests to produce the solution.
0 / 10 have requested this problem solution
The more requests, the faster the answer.