Looking for guidance on adjustment of MLSS in conventional activated sludge process for temprature changes.

For example: % of increase of MLSS / degree decrease in MLSS temprature.

You might want to pose your question here:  http://www.waterandwastewater.com/cgi-bin/yabb/YaBB.pl?board=general

Much more activity; and, easier to use.  Just register, and participate.  

Anonymous No.____

Jeff Naumann