Conventional WWTP Design question
Published on by Jonathan Pease, WatHab Coordinator at International Committee of the Red Cross - ICRC
Hi everyone,
Can anyone tell me, for a domestic treating WWTP, what would be a generally accepted peak coefficient for nitrogen? Also, can anyone tell me (again for a conventional WWTP) what an approximate proportion of overall construction costs nitrogen treatment represents?
I know there are sooooooooooooooo many variables that would come into play, but I don't have all the data to make it representative, so I'm looking for a general idea.
TIA!
Taxonomy
- Wastewater Treatment
- Wastewater Treatment Plant Design
- Water & Wastewater
- Water & Wastewater
- wastewater
- On-site wastewater