Calculation for Wastewater Treatment
Thanks so much for your discussion enthusiasm. I can't answer for each your comments.
I am so sorry provided information here is not enough:
- Q = 19 m3/day
- COD = 300.000 mg/l
- PH = 11 - 12
The wastewater contained many pollutants such as: oils and fats, acid oil, caustics soda, etc.
I have added more. Please open the attachment file.
I need your help with the following:
- Primary treatment - some tips for a method to reduce COD content
- Biotechnology - I will use 4 main stages include: remove Oil and grease - DAF tank - UASB tank - MBBR tank. But I am encountering some problems in the calculation for UASB and MBBR.
I need more document to refer: choose inlet parameter as, formula etc
(if someone has designed this kind of wastewater, please discuss deeply the formula)