Iapyx
Industrial
- Oct 7, 2010
- 12
Good afternoon. We have a simple waste sludge processing plant where we are taking waste sludges primarily from DAF units at poultry and food processing plants (70-80% water, remaining various solids). We have been testing different means of incorporating trap grease into our repertoire and expect these materials will become our primary concern in the next 120 days. In approaching this we have encountered two issues:
1) Filtering: On the front end we are discussing installing a basin with volume for 2-3 small trucks (~10k gallons); the basin would have a simple grating setup that the trucks would dump the sludge through and a manure pump would transfer the sludge to a storage tank. It seems as though this is fairly common and efficient, but are there any major concerns we would have in "operating" this setup? Are there any suggestions as to better screening methods?
2) WWT (for all materials): Our process thoroughly heats and separates out the initial sludge into different groups with one of those being a waste water that still has roughly 10-15% organic solids and high BOD (~150-200k mg/kg). Currently we simply use a basic polymer to remove the solids and then discharge the water for land application as a disposal method. We are looking to improve our treatment process and are currently considering an ozone system with or without the polymer injection. Is anyone familiar with this type of system and its efficacy? Any other thoughts?
Sorry so long, any and all thoughts are appreciated.
1) Filtering: On the front end we are discussing installing a basin with volume for 2-3 small trucks (~10k gallons); the basin would have a simple grating setup that the trucks would dump the sludge through and a manure pump would transfer the sludge to a storage tank. It seems as though this is fairly common and efficient, but are there any major concerns we would have in "operating" this setup? Are there any suggestions as to better screening methods?
2) WWT (for all materials): Our process thoroughly heats and separates out the initial sludge into different groups with one of those being a waste water that still has roughly 10-15% organic solids and high BOD (~150-200k mg/kg). Currently we simply use a basic polymer to remove the solids and then discharge the water for land application as a disposal method. We are looking to improve our treatment process and are currently considering an ozone system with or without the polymer injection. Is anyone familiar with this type of system and its efficacy? Any other thoughts?
Sorry so long, any and all thoughts are appreciated.