Method for purifying waste water, and purification plant for carrying out said method

• US 6,709,593 B2
• Filed: 01/07/2003
• Issued: 03/23/2004
• Est. Priority Date: 08/16/2000
• Status: Expired due to Term

• Current Assignee: Günter Lorenz
• Original Assignee: Günter Lorenz
• Inventors: Lorenz, Günter
• Primary Examiner(s): Prince, Fred G.
• Application Number:
  US10/339,254
• Publication Number:
  US 20030111411A1
• Time in Patent Office: 441 Days
• Field of Search: 210/603, 210/605, 210/609, 210/612, 210/623, 210/624, 210/630, 210/631, 210/181, 210/195.3, 210/199, 210/205, 210/206, 210/259, 210/198.1, 210/903, 210/906
• US Class Current: 210/603
• CPC Class Codes: C02F 1/52 by flocculation or precipitation of suspended impurities C02F1/463 takes precedence
• CPC Class Codes: C02F 11/121 by mechanical de-watering
• CPC Class Codes: C02F 2101/105 Phosphorus compounds
• CPC Class Codes: C02F 2101/36 containing halogen
• CPC Class Codes: C02F 2101/38 containing nitrogen
• CPC Class Codes: C02F 2103/06 Contaminated groundwater or leachate
• CPC Class Codes: C02F 2209/10 Solids, e.g. total solids [TS], total suspended solids [TSS] or volatile solids [VS]
• CPC Class Codes: C02F 3/28 Anaerobic digestion processes
• CPC Class Codes: C02F 3/308 Biological phosphorus removal
• CPC Class Codes: Y10S 210/903 Nitrogenous

Abstract

The invention relates to problematic waste water with highly concentrated impurities, for example seepage water from a refuse dump, which is anaerobically degraded in an anaerobic treatment zone (digester) and the digested sludge arising therefrom is mechanically de-watered. Simultaneously, communal waste water is purified in a purification plant containing an aerobic treatment zone, wherein advanced nitrification/denitrification and/or phosphorous elimination can be activated/started by recycling oxygen and nitrate rich water and sludge back into the inlet area. In the aerobic purification zone, the excess digested sludge, in which a large part of the AOX load of the communal waste is incorporated, is mechanically de-watered and is discharged into the anaerobic purification zone (digester), in order to degrade the AOX load by decomposition. The degree of dewatering of the excess sludge is controlled according to the amount of problematic waste water to be processed. The filtrate obtained from the dewatered sludge, which contains the greater part of the nitrogen load, is introduced into the aerobic purification zone in the purification plant and is subjected to nitrification/denitrification therein.

Claims

1. Method for treating waste water, comprising:

providing first and second inlet streams of waste water of different origins, the waste water of said second inlet stream having a concentration of dissolved impurities substantially higher than that of the waste water of said first inlet stream;

in an anaerobic treatment zone subjecting the waste water of said second inlet stream to an anaerobic degradation of the dissolved contents to form digested sludge and digested gas;

in an aerobic treatment zone subjecting the waste water of said first inlet stream to an aerobic treatment to form an additional sludge;

sending the additional sludge to the anaerobic treatment zone;

mechanically dewatering the additional sludge before sending it into the anaerobic treatment zone; and

controlling the degree of dewatering in such a way that the concentration of dry substance in the anaerobic treatment zone does not fall below a predetermined minimum value for long periods of time.

2. Method according to claim 1, further comprising controlling the degree of dewatering as a function of the amount of waste water sent to the anaerobic treatment zone.

3. Method according to claim 2, further comprising dewatering digested sludge taken from the anaerobic treatment zone to produce a filtrate and sending said filtrate to an aerobic treatment zone of the waste water purification plant.

4. Method according to claim 3, further comprising subjecting said filtrate to nitrogen degradation in the aerobic treatment zone of the waste water purification plant.

5. Method according to claim 1, further comprising dewatering digested sludge taken from the anaerobic treatment zone to produce a filtrate and sending said filtrate to an aerobic treatment zone of the waste water purification plant.

6. Method according to claim 5, further comprising subjecting said filtrate to nitrogen degradation in the aerobic treatment zone of the waste water purification plant.

7. Waste water purification plant for treating waste water comprising:

a first admission inlet and a second admission inlet, through which waste water of different origins enters, the waste water at said second admission inlet having a concentration of dissolved impurities substantially higher than the waste water at said first admission inlet;

at least one aerobic treatment zone in communication with said first admission inlet for receiving waste water therefrom for aerobic treatment to form sludge;

at least one anaerobic treatment zone in communication with said second admission inlet for receiving waste water therefrom for anaerobic treatment to form digested sludge;

means far removing sludge from the at least one aerobic treatment zone;

a mechanical dewatering device for dewatering the sludge;

means for sending the dewatered sludge into the anaerobic treatment zone; and

means for controlling the degree of dewatering of the mechanical dewatering device.

8. Purification plant according to claim 7, in which the at least one aerobic treatment zone includes a high-capacity zone and a low-capacity zone, said low-capacity zone being operated with less sludge loading than said high-capacity zone, and wherein the sludge sent via the mechanical dewatering device of the anaerobic zone is taken from the high-capacity zone.

9. Purification plant in accordance with claim 8, and further comprising a precipitation zone for the chemical precipitation of waste water contents, said precipitation zone disposed between the second admission inlet and the anaerobic treatment zone.

10. Purification plant according to claim 8, further comprising:

means for withdrawing digested sludge from the anaerobic treatment zone;

a device for the mechanical dewatering of the digested sludge to form filtrate; and

means for sending the filtrate to at least one aerobic zone that is charged with the waste water from the first admission inlet.

11. Purification plant in accordance with claim 10, and further comprising a precipitation zone for the chemical precipitation of waste water contents, said precipitation zone disposed between the second admission inlet and the anaerobic treatment zone.

12. Purification plant according to claim 7, further comprising:

means for withdrawing digested sludge from the anaerobic treatment zone;

a device for the mechanical dewatering of the digested sludge to form filtrate; and

means for sending the filtrate to at least one aerobic zone that is charged with the waste water from the first admission inlet.

13. Purification plant in accordance with claim 12, and further comprising a precipitation zone for the chemical precipitation of waste water contents, said precipitation zone disposed between the second admission inlet and the anaerobic treatment zone.

14. Purification plant in accordance with claim 7, and further comprising a precipitation zone for the chemical precipitation of waste water contents, said precipitation zone disposed between the second admission inlet and the anaerobic treatment zone.