Dear Experts,
I am working on Effluent treatment facility. I am just a newcomer. I have one doubt about the ETP Capacity
We have a very old ETP Plant which has commissioned on 1970's. That time ETP Load capacity was 20,000 m3/ day for COD of 2,000 ppm
Now my question is that currently we have a effluent of around 25,000 COD and we are operating at same ETP load. I want to know how am i going to calculate the load of existing facility
Please pardon me for my grammatical mistakes
Please give me some valuable suggestion
Regards
Dheerendra Singh