HeeloI'm studing a WWTP of an industrial zone with 3800 cm/d, 3900 kg BOD/d, 12000 kg DCO/d.We must reject the treated water in a dry rever with...

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Heelo
I'm studing a WWTP of an industrial zone with 3800 cm/d, 3900 kg BOD/d, 12000 kg DCO/d.
We must reject the treated water in a dry rever with (40 mg BOD/l and 120 mg COD/l).
The problem is that the salinity of waste water is about 8 g/l.
is there any problem of the growth of bacteria and the development of the subsrat
Which process can you propose for similar wastewater