The issue of the effective volume of the aeration tank. .
Thread Content
May I ask, in the traditional activated sludge AAOAO process, when calculating the sludge load and sludge age, does the effective volume of the aeration tank include the anaerobic tank and the anoxic tank? Or does it only refer to the aerobic tank? ?
When calculating the sludge load and sludge age, the effective volume of the aeration tank does not include the anaerobic tank and the anoxic tank
Hello, on the first floor. Where can I find the basis for the claim that the volumes of the anoxic and anaerobic tanks do not need to be taken into account when calculating the sludge age? Also, the values obtained for the sludge age on a daily basis vary quite significantly; will calculating the average value over a week give a result closer to the actual value?