Is it more beneficial or more detrimental for sludge to be discharged into the regulation tank?
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Dear forum members, I have a question: there is a bit too much aerobic sludge, and I want to transfer an appropriate amount of active sludge into the regulation tank. Will this result in a certain level of removal of contaminants from the raw water? Is there slight aeration in the regulation tank?
Even if it enters the regulating tank, anaerobic treatment should be applied.
Is it possible that there will be no effect at all, and instead sediment will accumulate at the bottom of the regulating tank, affecting its volume?
It’s best not to do this; just press the mud directly! ! !
Attempting to switch to UASB yielded poor results; instead, it caused sludge to overflow in the secondary sedimentation tank