Process for the removal of heavy metals contained in wastewaters

Claim 2

A process for the removal of heavy metals contained in waste waters comprising contacting incoming wastewater containing dissolved heavy metal contaminants before feeding said wastewater to a wastewater purification plant having an aerobic stage to effect organic degradation therein with an effective amount of anaerobic sludge for an amount of time sufficient to cause the anaerobic sludge to absorb heavy metal contaminants to a level no greater than the absorbing capacity of the sludge; separating the effective amount of anaerobic sludge having absorbed heavy metal contaminants from further contact with said wastewater before the wastewater enters the purification plant having an aerobic stage, wherein said heavy metals removal is effected by contacting the sludge with wastewater by respective feeds into a cylindrical shaped reactor including a cylindrical zone, said feeds being such that the wastewater and sludge are mixed by an effective agitator in an upwardly spiral flow into a widening sedimentation zone of the reactor superposed to the cylindrical zone, the upward flow being of a magnitude, in combination with said agitator, to provide only sufficient residence time of mixed anaerobic sludge and heavy metal containing wastewater to effect the heavy metal absorption by the sludge; wherein said widening sedimentation zone slows said upward flow thereby resulting in a separation between the sludge and the wastewater into a lower layer of sludge containing said heavy metals and an upper layer of heavy metals free wastewater, with the heavy metals containing sludge and the heavy metals free wastewater being respectively discharged from the respective layers in said widening zone; and passing resultant reduced in heavy metal wastewater to said wastewater purification plant to effect substantial organic degradation therein while producing an aerobic sludge.

Claim 3

A process according to claim 1, wherein the sludge for such contacting is produced as a waste product from the anaerobic treatment of the substantially metal free wastewater.

Claim 4

A process according to claim 2, further comprising adding biodegradable sulfur containing chemicals to the anaerobic sludge to enhance heavy metals absorption by the anaerobic sludge.

Claim 5

A process accoding to claim 1, further comprising producing the anaerobic sludge employed to absorb heavy metals from the excess sludge of an aerobic biological clarifying installation.

Claim 6

A process according to claim 4, further comprising adding biodegradable sulfur containing chemicals to the anaerobic sludge to enhance heavy metals absorption by the anaerobic sludge.

Claim 7

A process according to claim 1, further comprising adding biodegradable sulfur containing chemicals to the anaerobic sludge to enhance heavy metals absorption by the anaerobic sludge.

Claim 8

A process according to claim 6, wherein the biodegradable sulfur containing chemicals added are sulfides.

Claim 9

A process for the removal of heavy metals contained in wastewaters comprising contacting incoming wastewater containing heavy metal contaminants before feeding said wastewater to a wastewater purification plant having a biological stage to effect organic degradation therein with an effective amount of anaerobic sludge under anaerobic conditions for an amount of time sufficient to cause the anaerobic sludge to absorb heavy metal contaminants to a level no greater than the absorbing capacity of the sludge; separating the effective amount of anaerobic sludge having absorbed heavy metal contaminants from further contact with said wastewater before the wastewater enters the purification plant having a biological stage to effect organic degradation, wherein said heavy metals removal is effected by contacting the sludge with wasterwater by respective feeds into a cylindrical shaped reactor including a cylindrical zone, said feeds being such that the wastewater and sludge are mixed by an effective agitator in an upwardly spiral flow into a widening sedimentation zone of the reactor superposed to the cylindrical zone, the upward flow being of a magnitude, in combination with said agitator, to provide only sufficient residence time of mixed anaerobic sludge and heavy metal containing wastewater to effect the heavy metal absorption by the sludge; wherein said widening sedimentation zone slows said upward flow thereby resulting in a separation between the sludge and the wastewater into a lower layer of sludge containing said heavy metals and an upper layer of heavy metals free wastewater, with the heavy metals containing sludge and the heavy metals free wastewater being respectively discharged from the respective layers in said widening zone and, passing resultant reduced in heavy metal wastewater to said wastewater purification plant to effect substantial organic degradation therein; while producing a biological surplus sludge, substantially free of heavy metal contamination.

Claim 10

A process for the removal of heavy metals contained in wastewaters comprising contacting incoming wastewater containing heavy metal contaminants before feeding said wastewater to a wastewater purification plant having a biological stage to effect organic degradation therein with an effective amount of anaerobic sludge under anaerobic conditions for an amount of time sufficient to cause the anaerobic sludge to absorb heavy metal contaminants to a level no greater than the absorbing capacity of the sludge; separating the effective amount of anaerobic sludge having absorbed heavy metal contaminants from further contact with said wastewater before the wastewater enters the purification plant having a biological stage to effect organic degradation, wherein said heavy metals removal is effected by contacting the sludge with wasterwater by respective feeds into a cylindrical shaped reactor including a cylindrical zone, said feeds being such that the wastewater and sludge are mixed by an effective agitator in an upwardly spiral flow into a widening sedimentation zone of the reactor superposed to the cylindrical zone, the upward flow being of a magnitude, in combination with said agitator, to provide only sufficient residence time of mixed anaerobic sludge and heavy metal containing wastewater to effect the heavy metal absorption by the sludge; wherein said widening sedimentation zone slows said upward flow thereby resulting in a separation between the sludge and the wastewater into a lower layer of sludge containing said heavy metals and an upper layer of heavy metals free wastewater, with the heavy metals containing sludge and the heavy metals free wastewater being respectively discharged from the respective layers in said widening zone and, passing resultant reduced in heavy metal wastewater to said wastewater purification plant to effect substantial organic degradation therein; while producing a biological surplus sludge, substantially free of heavy metal contamination.

Claim 11

A process according to claim 8, wherein the sludge for such contacting is produced as a waste product from the anaerobic treatment of the substantially metal-free wastewater.

Claim 12

A process according to claim 8, further comprising producing the anaerobic sludge employed to absorb heavy metals from the excess sludge of an aerobic biological clarifying installation.

Claim 13

A process according to claim 8, further comprising adding biodegradable sulfur-containing chemicals to the anaerobic sludge to enhance heavy metals absorption by the anaerobic sludge.