TimmyH76
Structural
- Mar 14, 2006
- 89
Hello all,
I am designing an onsite wastewater system to treat residential strength wastewater. We are using a FAST system. We are recirculating ~20% of the water back to the trash tank. What is the most appropriate way to model the reduction in nitrogen that takes place in the trash tank. Any references would be appreciated. Thank you.
I am designing an onsite wastewater system to treat residential strength wastewater. We are using a FAST system. We are recirculating ~20% of the water back to the trash tank. What is the most appropriate way to model the reduction in nitrogen that takes place in the trash tank. Any references would be appreciated. Thank you.