Dear Imtiyaz, Thank you for your comment. we have some question 1- we want to treat this water for RO feed, so BOD=1000 in the Effluent is high. which method you advise after MBBR for BOD reducing to 20 ppm 2- which kind of anerobic unit preffered, and is it possible to replace MBBR with activated sludge? thank you for your co-operation and looking forward to hearing from you

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Dear Imtiyaz, Thank you for your comment.

we have some question

1- we want to treat this water for RO feed, so BOD=1000 in the Effluent is high. which method you advise after MBBR for BOD reducing to 20 ppm

2- which kind of anerobic unit preffered, and is it possible to replace MBBR with activated sludge?

thank you for your co-operation and looking forward to hearing from you