Dear Ahmad For AS F/M Ratio ...
Published by AGGASIT DAD, Energy and Environmental including CDM and Innovation Project Consultant Freelancer
Dear Ahmad
For AS F/M Ratio up to MLVSS and MLSS Ratio as well need to concern , if you base on theory to much this will make you confuse. All you design is right and can be success from your operation and operater. You can go this way but the good thing of EQ for the huge gab Vol of waste water is to ensure that your sludge still stable. If you do not have it you have to learn on site about the high mid low flow then you can find the optimum for your AS operation. AGGIE , aggasit2012@gmail.com
1 Comment
thank u dear AGGASIT
. so you recommend to design an equalization tank. can we utilize a first sedimentation clarifiers as an equalization unit? (if we design first clarifiers hydrolically for maximom flow). i think this idea can reduce costs.
Published by Ahmad Bahlake