Johannes
Civil/Environmental
- Oct 22, 2002
- 1
I am undertaking an options study for dewatering of DAF float sludge produced at an abbotoir WWTP. Approximately 80m3 of sludge is produced per day which is currently disposed of to land.
I am interested to know what effluent characteristics need to be determined for the specification of a belt filter press i.e. water content? specific gravity? concentration of fat/grease? partical distribution? The DAF plant utilises a polymer to assist flocculation so would additional polymer be required in the dewatering process?.
Is it recommended that an onsite pilot-scale test for the belt filter press treatment should be carried out, and when should this be done.
Finally, what other proven dewatering technologies are available for dewatering DAF float sludge?
I am interested to know what effluent characteristics need to be determined for the specification of a belt filter press i.e. water content? specific gravity? concentration of fat/grease? partical distribution? The DAF plant utilises a polymer to assist flocculation so would additional polymer be required in the dewatering process?.
Is it recommended that an onsite pilot-scale test for the belt filter press treatment should be carried out, and when should this be done.
Finally, what other proven dewatering technologies are available for dewatering DAF float sludge?