I'm new to wastewater and I was wondering about the ups and downs of lift station wet well aeration. I have heard that some cities are doing this, but there's not a lot of info on the internet about it. I did find a discussion on eng-tips from 2002 and it looked as if it was unheard of at that time. My thoughts are:
ups
1. prevent it from turning septic
2. prevent grease cap from forming
3. decrease BOD at plant headworks
downs
1. cost
2. strip out more H2S and cause more odor issues
And I was wondering what the oxygen content of air is before and after it is blown though an aeration basin. If it is still relatively high O2, would it be wise to inject the "used" air from the wet well into the force main to further aerate the pumped sewage and remove the fowl air from the wet well?
ups
1. prevent it from turning septic
2. prevent grease cap from forming
3. decrease BOD at plant headworks
downs
1. cost
2. strip out more H2S and cause more odor issues
And I was wondering what the oxygen content of air is before and after it is blown though an aeration basin. If it is still relatively high O2, would it be wise to inject the "used" air from the wet well into the force main to further aerate the pumped sewage and remove the fowl air from the wet well?