Picture wastewater moving through a treatment plant step by step, and ask at which step each of these four components actually gets taken out.
Only the dissolved and colloidal organic matter (option B) is the component secondary treatment is built to remove. Everything else, the settleable solids, the pathogens, and the fat and grease, is dealt with at a different stage of the treatment train.
Let's summarize:
So the components NOT removed in secondary treatment are suspended settleable organic solids, pathogens, and fat and grease, options (A), (C), and (D).
The wastewater inflow to an activated sludge plant is $0.5\, \text{m}^3/\text{s}$, and the plant is to be operated with a food to microorganism ratio of $0.2\, \text{mg/mg-d}$. The concentration of influent biodegradable organic matter (after primary settling) is $150\, \text{mg/L}$, and the mixed liquor volatile suspended solids (MLVSS) to be maintained is $2000\, \text{mg/L}$. Assuming complete removal of biodegradable organics in the tank, the volume of aeration tank (in m$^3$, integer) required is.
Which of the following statements is/are TRUE for the aerobic composting of sewage sludge?
The wastewater inflow to an activated sludge plant is $0.5\, \text{m}^3/\text{s}$, and the plant is to be operated with a food to microorganism ratio of $0.2\, \text{mg/mg-d}$. The concentration of influent biodegradable organic matter (after primary settling) is $150\, \text{mg/L}$, and the mixed liquor volatile suspended solids (MLVSS) to be maintained is $2000\, \text{mg/L}$. Assuming complete removal of biodegradable organics in the tank, the volume of aeration tank (in m$^3$, integer) required is.