Lan123
Whilst the MLSS control is often used, i believe SRT control is the most appropriate way to operate plants that are being used for nutrient removal.
SRT control maintains a certain mix of bug population but the MLSS will vary with the load although the change in MLSS will always trail behind the load changes. If this mix of bugs gives the best performance then you would want to maintain it.
MLSS control sees that population mix vary as the load changes because you have to waste more as the load increases. Likewise it means a constant assessment of the waste rates. If its going to be done precisely than the MLSS concentration of the waste stream should be analysed as well and the amount required worked out. However most operators work it out by trial and error or take a guess and see what happens. Constant F/M is somewhat similar but requires even more analysis.
SRT control wastes a certain volume regularly(say every day. The volume to be wasted is a certain fraction of the total activated sludge volume, typically the aeration. Wasting is normally undertaken from the fully mixed aeration. Waste MLSS then equals the aeration MLSS .
For example if your aeration was 1,000,000 gallons if you wasted 5% or 50,000 gallons per day then you would have a 20 day SRT.
If you wanted to move to a 25 day SRT you would waste 40000 gallons per day instead. SRT control usually takes about 2 x SRT to settle down and the changes in bug population to come into effect. MLSS will vary with load but unless it gets way out of hand you need to resist the urge to waste more as the MLSS starts to increase.
Regards
Ashtree
"Any water can be made potable if you filter it through enough money"