The organic loading in an activated sludge plant is defined as ___________
(a) Mass of BOD per day/Volume of the aeration tank
(b) Volume of aeration tank/Mass of BOD per day
(c) The mass of BOD per day/Volume of secondary clarifier
(d) Aeration period * Volume of aeration tank
I have been asked this question in my homework.
Question is taken from Design of Activated Sludge Plant in section Sewage Filtration and Activated Sludge Process of Environmental Engineering