Method and plant for thickening sludge derived from water treatment by flocculation-decantation with ballasted floc
A method is provided for thickening sludge produced through a ballasted flocculation process. The sludge and granular material from the ballasted flocculation process are directed to a sludge separator where the sludge is separated from the granular material. Thereafter the separated sludge is sent to a degassing area and the sludge is degassed. A flocculating agent is mixed or injected into the sludge. The sludge is directed to a sludge thickener with a load at a sill calculated on the surface of the thickener greater than 200 kgMIS/m 2 /day. This process produces a thickened sludge having a concentration greater than 10 gm/I.
1. A method for thickening sludge produced by a ballasted flocculation water or wastewater treatment system comprising:
a. directing a mixture of sludge and granular material from the ballasted flocculation water or wastewater treatment system to a sludge separator and separating the sludge from the granular material;
b. directing the separated sludge to a degassing area and degassing the sludge;
c. injecting a flocculation agent into the sludge; and
d. directing the sludge to a sludge thickener with a load at a sill calculated on the sill surface of the thickener greater than 200 kgMIS/m 2 /day, and producing a thickened sludge having a concentration greater than 10 gm/l.
2. The method of claim 1 wherein the degassing of the sludge is implemented over a degassing surface corresponding to a superficial degassing speed of less than 100 m/hr.
3. The method of claim 1 including injecting at least one coagulating agent into the sludge.
4. The method of claim 3 wherein the injection of the coagulating agent occurs upstream from the injection of the flocculating agent.
5. The method of claim 1 wherein the degassing of the sludge is implemented over a degassing surface corresponding to a superficial degassing speed lower than 60 m/hr.
6. The method of claim 1 wherein the flocculating agent is mixed with the sludge in an agitated flocculation zone.
7. The method of claim 6 wherein the residency time of the sludge within the agitated flocculation zone is 10 minutes or less.
8. The method of claim 1 wherein the sludge thickening is carried out in a lamellar thickener.
9. The method of claim 8 wherein a sludge blanket is formed in the sludge thickener and the sludge thickener includes a series of plates that are spaced approximately 2 to 4 meters above a bottom portion of the thickener, and wherein the height of the sludge blanket is monitored and maintained between two predetermined heights.
10. The method of claim 1 wherein the sludge is produced from tertiary sewage treatment and the thickening process is carried out with a load at the sill greater than 300 kgMIS/m 2 /day and produces a concentration of thickened sludge greater than 15 gm/l.
11. The method of claim 1 wherein the sludge is produced from a primary sewage treatment or from combined sewage overflows resulting from rain, and wherein the thickening process is carried out with a load at the sill greater than 1000 kgMIS/m 2 /day and produces a thickened sludge having a concentration greater than 25 gm/l.
12. The method of claim 1 wherein the sludge to be thickened is produced from the settling treatment of surface waters other than carbonate removal treatment, and wherein the thickening process is carried out with a load at the sill greater than 200 kgMIS/m 2 /day and produces a sludge concentration of more than 10 gm/l.
13. The method of claim 1 including separating water from the thickened sludge and returning the separated water to the water or wastewater treatment system that produced the sludge.
14. The method of claim 1 wherein the flocculating agent is injected into the sludge in an area, and returning at least a portion of the thickened sludge from the sludge thickener to the area where the flocculating agent is injected into the sludge.