Process and apparatus for the chemical-mechanical treatment and purification of ground waters, surface waters and effluents

Claim 2

Process for the chemical-mechanical treatment and purification of ground water, surface waters and effluents, comprising the following steps: first passing the water being treated through a series of at least three initial process stages which are carried out in initial zones, including: (a) in a first initial process stage, which is carried out in a first initial zone, admixing at least one of the following materials with the water by means of stirring: (1) flocculants (2) flocculation aids (3) precipitants (4) agents conducive to sedimentations (5) agents for altering the pH value of the raw water in an amount effective in flocculating impurities from the water and forming sedimentable flocs; (b) in a second initial process stage, which is carried out in a second initial zone, admixing contact sludge by means of stirring with the water; and (c) in a third initial process stage, which is carried out in a third initial zone, admixing at least flocculant aids, using stirring energy input of more than 20 Watts per cubic meter of the reaction volume available in the zone of this initial process stage with a water retention time of no more than about 5 minutes; then, after said initial process stages, a further process stage including flocculating said impurities and forming said sedimentable flocs, separating the flocs and reaction products and raw water components from the clarified water in a further zone separate from the said initial zones with separate removal of the separated solids, as sludge, and the clarified water from said further zone, with the separation of flocs and reaction products and raw water components from the clarified water in sedimentation equipment, and including concentrating at least a part of the sludge to a solids concentration of at least one percent weight volume and returning at least a part of the concentrated sludge as said contact sludge into said second initial process stage.

Claim 3

A process as defined in claim 1, in which the concentration of the part of the sludge being returned is carried out in a thickening zone located below said further zone without intermediate mechanical conveyance.

Claim 4

A process according to claim 2, wherein, in said thickening zone, in addition to gravity, mechanical forces are also imparted by means of a picket fence device which acts on the flocs descending within the water phase.

Claim 5

A process according to claim 1, wherein said third initial process stage further includes adding in addition to the flocculation aids at least one of the said flocculants, precipitants, agents conducive to sedimentation, and agents for altering the pH value of the raw water.

Claim 6

Process for the chemical-mechanical treatment and purification of ground water, surface waters and effluents, comprising the following steps: first passing the water being treated through a series of at least three initial process stages which are carried out in initial zones, including: (a) in a first initial process stage, which is carried out in a first initial zone, admixing at least one of the following materials with the water by means of stirring: (1) flocculants (2) flocculation aids (3) precipitants (4) agents conducive to sedimentations (5) agents for altering the pH value of the raw water in an amount effective in flocculating impurities from the water and forming sedimentable flocs; (b) in a second initial process stage, which is carried out in a second initial zone, admixing contact sludge by means of stirring with the water; and (c) in a third initial process stage, which is carried out in a third initial zone, admixing at least flocculant aids, using stirring energy input of more than 20 Watts per cubic meter of the reaction volume available in the zone of this initial process stage with a water retention time of no more than about 5 minutes; (d) in a fourth initial process stage, which is carried out in a fourth initial zone, completing the reaction of the previously added materials to bring about formation of sedimentable flocs and settleable conglomerations of particles together with absorbed and attached and occluded raw water components with moderate movement; then, after said initial process stages, a further process stage including separating the flocs and reaction products and raw water components from the clarified water in a further zone separate from the said initial zones with separate removal of the separated solids, as sludge, and the clarified water from said further zone, with the separation of flocs and reaction products and raw water components from the clarified water in said further zone being carried out employing inclined plate sedimentation equipment, and including concentrating at least a part of the sludge to a solids concentration of at least one percent weight volume and returning at least a part of the concentrated sludge as said contact sludge into said second initial process stage.

Claim 7

Process for the chemical-mechanical treatment and purification of ground water, surface waters and effluents, comprising the following steps: first passing the water being treated through a series of at least three initial process stages which are carried out in initial zones, including: (a) in a first initial process stage, which is carried out in a first initial zone, admixing at least one of the following materials with the water by means of stirring: (1) flocculants (2) flocculation aids (3) precipitants (4) agents conducive to sedimentations (5) agents for altering the pH value of the raw water in an amount effective in flocculating impurities from the water and forming sedimentable flocs; (b) in a second initial process stage, which is carried out in a second initial zone, admixing contact sludge by means of stirring with the water; and (c) in a third initial process stage, which is carried out in a third initial zone, admixing at least flocculant aids, using stirring energy input of more than 20 Watts per cubic meter of the reaction volume available in the zone of this initial process stage with a water retention time of no more than about 5 minutes; (d) in a fourth initial process stage, which is carried out in a fourth initial zone, completing the reaction of the previously added materials to bring about formation of sedimentable flocs and settleable conglomerations of particles together with absorbed and attached and occluded raw water components with moderate movement; then, after said initial process stages, a further process stage including separating the flocs and reaction products and raw water components from the clarified water in a further zone separate from the said initial zones with separate removal of the separated solids, as sludge, and the clarified water from said further zone, with the separation of flocs and reaction products and raw water components from the clarified water in said further zone being carried out employing inclined plate sedimentation equipment, and including concentrating at least a part of the sludge to a solids concentration of at least one percent weight volume and returning at least a part of the concentrated sludge as said contact sludge into said second initial process stage.

Claim 8

A process as defined in claim 5, in which the concentration of the part of the sludge being returned is carried out in a thickening zone located below said further zone without intermediate mechanical conveyance.

Claim 9

A process according to claim 6, wherein, in said thickening zone, in addition to gravity, mechanical forces are also imparted by means of a picket fence device which acts on the flocs descending within the water phase.

Claim 10

A process according to claim 5, wherein said third initial process stage further includes adding in addition to the flocculation aids at least one of the said flocculants, precipitants, agents conducive to sedimentation, and agents for altering the pH value of the raw water.

Claim 11

A process according to any one of claims 1 or 5, in which at least the solid concentration of the returned contact sludge and the amount of solids present in the raw water and remaining in the clarified water is measured, and including altering the volume of the contact sludge returned per unit time depending on at least one of these measured results.

Claim 12

A process according to claim 9, including varying the stirring energy in the zone of the said third initial process stage in response to changes in at least one of said measured results.

Claim 13

A process according to claim 9, including varying the stirring energy in the zone of the second initial process stage in response to changes in at least one of said measured results.

Claim 14

A process according to claim 9, including varying the stirring energy in the zone of the first initial process stage in response to changes in at least one of said measured results.

Claim 15

A process according to claim 9, including varying the addition of at least one of said added materials in the zone or zones of at least one of said initial process stages in response to changes in at least one of said measured results.

Claim 16

A process according to claim 9, including increasing the stirring energy input in the zone of at least one of said first and second initial process stages above twenty Watts per cubic meter of the reaction volume available at any time in these zones in response to changes in at least one of said measured results.

Claim 17

A process according to any one of claims 1-3, 4-6 and 8, in which the volume of the water carrying the returned concentrated sludge is limited to less than three percent volume of the total water throughput of the process at any time.

Claim 18

A process according to any one of claims 2, 3, 6, or 7, in which the height of the sludge level in the thickening zone is measured and the volume of the contact sludge returned per unit of time is varied in response to changes in this measured result.

Claim 19

A process according to any one of claims 1-3, 4-7 and 8, and 8 wherein all initial process stages are in separate zones located in separate compartments separating each zone from each other zone.

Claim 20

A process according to one of claims 1-3, 4-7 and 8, wherein at least some of said initial process zones are located in a common compartment.