Process for biological purification of waste water with reversing operation

• US 6,238,562 B1
• Filed: 05/04/2000
• Issued: 05/29/2001
• Est. Priority Date: 09/16/1997
• Status: Expired due to Term

• Current Assignee: Kruger Off-Shore A/S
• Original Assignee: Kruger (Veolia Environnement SA)
• Inventors: Dahl, Claus Poulsen, Nielsen, Marinus
• Primary Examiner(s): Barry, Chester T.
• Application Number:
  US09/508,641
• Time in Patent Office: 390 Days
• Field of Search: 210/605, 210/623
• US Class Current: 210/605
• CPC Class Codes: C02F 3/12 Activated sludge processes
• CPC Class Codes: C02F 3/30 Aerobic and anaerobic processes
• CPC Class Codes: C02F 3/302 Nitrification and denitrification treatment C02F3/308 takes precedence
• CPC Class Codes: Y02W 10/10 Biological treatment of water, waste water, or sewage

Abstract

A process and an apparatus for biological purification of waste water by the activated sludge method, wherein the waste water is continuously passed through one or more treatment zones and a clarification zone in the same tank under such conditions that an accumulation of sludge occurs in the treatment zone from which the treated waste water is withdrawn, and wherein the direction of flow through the tank is reversed, so that the non-treated waste water, after accumulation of sludge has occured at the outlet end of the tank, in a succeeding period, is introduced at this end, and treated waste water is withdrawn at the opposite end.

Claims

1. A process for biological purification of waste water by the activated sludge method, wherein the waste water is continuously passed through one or more treatment zones and a clarification zone under such conditions that an accumulation of sludge takes place in the treatment zone from which the treated waste water is withdrawn, characterized in that the treatment is carried out in the same undivided tank, and that the non-treated waste water is introduced into one end of the tank for a period which is sufficiently long for an accumulation of sludge to occur at the outlet end of the tank, whereafter the direction of flow is reversed, so that the non-treated waste water in a succeeding period is introduced at this end for a period which is sufficiently long for an accumulation of sludge to occur at the opposite end of the tank, at which end treated waste water is withdrawn.

2. A process according to claim 1, characterized in that the waste water in an intermediate period is supplied to the tank at some point between what in a preceding period was the inlet end, and what was the outlet end.

3. A process according to claims 1, characterized in that the waste water is continuously passed through at least one anoxic and one aerobic treatment zone.

4. A process according to claims 1, characterized in that the waste water is continuously passed through at least one anaerobic, one anoxic, and one aerobic treatment zone.