The design wastewater loading for a proposed two-stage trickling-filter plant is 1200 nvVd containing 260 mg/l BOD and 310 mg/l suspended solids,
(a) Calculate the required capacity of a conventional digester based on a raw-sludge concentration of 4.5%, digested- sludge solids concentration of 8.0%, total solids reduction during digestion of 40%, an/ value of 0.50 for Eq. (13.5), a k value of 0.40 for Eq. (13.6), and a storage period for digested sludge of 90 days,
(b) Compute the digester capacity per population equivalent load on the treatment plant.
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.