Thank for your enthusiasm COD and BOD concentration is not stable. it considers as 800 - 15.000 mg/l for COD and 500 - 10.000 mg/l for BOD. the capacity in range 100 - 500 m3/day. I want to know the way design UASB and MBBR to control COD load. Example: for Q=100m3/day, COD = 15.000. I will adjust flow of waste water at inlet of UASB. Please give me detail method via email, hdh24886@gmail.com
Published by Ho` Ha, WWTP supervisor at musimmas group
Thank for your enthusiasm
COD and BOD concentration is not stable. it considers as 800 - 15.000 mg/l for COD and 500 - 10.000 mg/l for BOD. the capacity in range 100 - 500 m3/day. I want to know the way design UASB and MBBR to control COD load. Example: for Q=100m3/day, COD = 15.000. I will adjust flow of waste water at inlet of UASB.
Please give me detail method via email, hdh24886@gmail.com