Batch style wastewater treatment apparatus using biological filtering process and wastewater treatment method using the same

• US 6,790,347 B2
• Filed: 10/23/2002
• Issued: 09/14/2004
• Est. Priority Date: 10/24/2001
• Status: Expired due to Fees

• Current Assignee: Samsung Engineering Company Limited (Samsung Group)
• Original Assignee: Samsung Engineering Company Limited (Samsung Group)
• Inventors: Lee, Jae-Jin, Park, Jong-Bok, Aohh, Gyung-Hae, Jeong, Yong-Dae
• Primary Examiner(s): Prince, Fred G.
• Application Number:
  US10/277,791
• Publication Number:
  US 20030111412A1
• Time in Patent Office: 692 Days
• Field of Search: 210/605, 210/615-618, 210/622, 210/630, 210/97, 210/143, 210/150, 210/151, 210/194, 210/252, 210/259, 210/903, 210/906
• US Class Current: 210/143
• CPC Class Codes: C02F 2303/16 Regeneration of sorbents, filters
• CPC Class Codes: C02F 3/06 using submerged filters
• CPC Class Codes: C02F 3/1263 Sequencing batch reactors [SBR]
• CPC Class Codes: C02F 3/301 Aerobic and anaerobic treatment in the same reactor
• 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
• CPC Class Codes: Y10S 210/903 Nitrogenous
• CPC Class Codes: Y10S 210/908 Organic

Abstract

Provided is a wastewater treatment apparatus including a bottom portion and a plate formed above and spaced apart from the bottom portion to form a lower chamber with the bottom portion, an outlet installed on the bottom portion for drawing off water and sludge in the lower chamber before backwashing, a filter medium layer supported to the upper portion of the plate by the plate, the upper layer of which forms a bottom portion of an upper chamber, a wastewater introducing means connected to the lower chamber, for introducing wastewater to be treated into the lower chamber, a process air introducing means for supplying process air to the filter medium layer formed over the plate, a plurality of aerators formed over and spaced apart a predetermined distance from the plate, and mounted in a plurality of air flow pipes led to the process air introducing means, a backwash air introducing means for supplying backwash air to the lower chamber during backwashing, a backwash water introducing means for supplying backwash water to the lower chamber during backwashing, a plurality of nozzles extending from the lower chamber to the filter medium layer through the plate, a treated water discharging means for discharging the treated water having passed through the filter medium layer, and a returned water introducing means for returning the treated water having passed through the filter medium layer to the lower chamber. A batch style wastewater treatment apparatus utilizing biological filtering process efficiently removes the organic matter, suspended solid matter, nitrogen and phosphorus.

Claims

1. A wastewater treatment apparatus comprising:

a bottom portion and a plate formed above and spaced apart from the bottom portion to form a lower chamber with the bottom portion;

an outlet installed on the bottom portion for drawing off water and sludge in the lower chamber before backwashing;

a filter medium layer supported to the upper portion of the plate by the plate, the upper layer of which forms a bottom portion of an upper chamber;

a wastewater introducing means connected to the lower chamber, for introducing wastewater to be treated into the lower chamber;

a process air introducing means for supplying process air to the filter medium layer formed over the plate;

a plurality of aerators formed over and spaced apart a predetermined distance from the plate, and mounted in a plurality of air flow pipes led to the process air introducing means;

a backwash air introducing means for supplying backwash air to the lower chamber during backwashing;

a backwash water introducing means for supplying backwash water to the lower chamber during backwashing;

a plurality of nozzles extending from the lower chamber to the filter medium layer through the plate;

a treated water discharging means for discharging the treated water having passed through the filter medium layer; and

a returned water introducing means for returning the treated water having passed through the filter medium layer to the lower chamber.

2. The wastewater treatment apparatus according to claim 1, wherein the filter medium layer is upwardly passed through by the wastewater to be treated, treated water or mixed water thereof, with or without process air, during normal operation, and the filter medium layer is upwardly passed through by backwash air and backwash water during backwashing.

3. The wastewater treatment apparatus according to claim 1, wherein the plurality of aerators uniformly distribute process air in the form of fine bubbles for creating optimum conditions for growth of microorganisms during normal operation, and includes means for preventing a counterflow of the treated water during backwashing even if supply of the process air or backwash air is inhibited.

4. The wastewater treatment apparatus according to claim 1, wherein the plurality of nozzles supply the wastewater to be treated, treated water or mixed water thereof, from the lower chamber to the filter medium layer, during normal operation, and include means for forming an air layer having a predetermined height at the lower chamber so as to uniformly distribute backwash air having a pressure high enough to dilate the filter medium layer, during backwashing.

5. The wastewater treatment apparatus according to claim 1, wherein the filter medium layer is supported by a support layer having a predetermined height covering the aerators from the upper surface of the plate.

6. The wastewater treatment apparatus according to claim 1, further comprising an water level adjusting means for automatically adjusting the water level of the upper chamber.

7. The wastewater treatment apparatus according to claim 6, wherein the side walls of the upper chamber taper downward to maximize the capacity of treated water contained in the upper chamber.

8. The wastewater treatment apparatus according to claim 1, further comprising a storage tank for temporarily storing the treated water introduced through the returned water introducing means and then supplying the same to the lower chamber.

9. A wastewater treatment method comprising the steps of:

(a) introducing wastewater to be treated to the lower chamber through the wastewater introducing means of the wastewater treatment apparatus according to claim 1 and allowing the wastewater to upwardly pass through the filter medium layer until the water level of the upper chamber reaches an inflow level, under non-aeration conditions;

(b) returning the wastewater contained in the upper chamber to the lower chamber through the returned water introducing means for circulation so as to allow upstream passage of the filter medium layer under anoxic/ anaerobic conditions, to denitrify nitrate nitrogen remaining in the previous cycle using organic matter in the wastewater and denitrifying microorganisms in the filter medium layer and also to cause a phosphorus release reaction to occur using organic matter in the wastewater and subordinate phosphorus removing microorganisms in the filter medium layer;

(c) returning the wastewater from the upper chamber to the lower chamber through the returned water introducing means and causing the returned wastewater to circulate for upstream passage of the filter medium layer, while supplying air through the process air introducing means, to nitrify organic nitrogen and ammonium nitrogen using nitrifying microorganisms and to cause an excessive uptake of phosphorus using subordinate phosphorus removing microorganisms; and

(d) discharging the treated water through the treated water discharging means.

10. The wastewater treatment method according to claim 9, before supplying the wastewater to the wastewater treatment apparatus, further comprising the step of introducing the wastewater to be treated to a settling tank for removal of some of suspended solid in the wastewater.

11. The wastewater treatment method according to claim 9, after the discharging step, further comprising the steps of supplying backwash air from the lower chamber to the filter medium layer through a backwash air introducing means and the plurality of nozzles to dilate the filter medium layer, stopping the supply of backwash air and supplying backwash water through the backwash water introducing means and the plurality of nozzles to backwash the filter medium layer.

12. The wastewater treatment method according to claim 11, wherein the backwash water is the treated water discharged in the discharging step of:

(a) introducing wastewater to be treated to the lower chamber through the wastewater introducing means of the wastewater treatment apparatus and allowing the wastewater to upwardly pass through the filter medium layer until the water level of the upper chamber reaches an inflow level, under non-aeration conditions;

(b) returning the wastewater contained in the upper chamber to the lower chamber through the returned water introducing means for circulation so as to allow upstream passage of the filter medium layer under anoxic/ anaerobic conditions, to denitrify nitrate nitrogen remaining in the previous cycle using organic matter in the wastewater and denitrifying microorganisms in the filter medium layer and also to cause a phosphorus release reaction to occur using organic matter in the wastewater and subordinate phosphorus removing microorganisms in the filter medium layer;

(c) returning the wastewater from the upper chamber to the lower chamber through the returned water introducing means and causing the returned wastewater to circulate for upstream passage of the filter medium layer, while supplying air through the process air introducing means, to nitrify organic nitrogen and ammonium nitrogen using nitrifying microorganisms and to cause an excessive, uptake of phosphorus using subordinate phosphorus removing microorganisms; and

(d) discharging the treated water through the treated water discharging means.

13. The wastewater treatment method according to claim 9, wherein the respective steps are repeated by automatic operation by a programmable logic controller.

14. A wastewater treatment method comprising the steps of:

(a) while supplying air through the process air introducing means of the wastewater treatment apparatus according to claim 1, introducing wastewater to be treated to the lower chamber through the wastewater introducing means and allowing the wastewater to upwardly pass through a filter medium layer until the water level of an upper chamber reaches an inflow level;

(b) returning the wastewater from the upper chamber to the lower chamber through the returned water introducing means and causing the returned wastewater to circulate for upstream passage of the filter medium layer, while supplying air through the process air introducing means, to nitrify organic nitrogen and ammonium nitrogen using nitrifying microorganisms; and

(c) discharging the treated water subjected to the nitrification through the treated water discharging means.

15. A wastewater treatment method comprising the steps of:

(a) introducing wastewater to be treated to a lower chamber through a wastewater introducing means of the wastewater treatment apparatus according to claim 1 and allowing the wastewater to upwardly pass through a filter medium layer until the water level of an upper chamber reaches an inflow level, under non-aeration conditions;

(b) returning the wastewater contained in the upper chamber to the lower chamber through a returned water introducing means for circulation so as to allow upstream passage of the filter medium layer under anoxic conditions, to denitrify nitrate nitrogen remaining in the previous cycle using organic matter in the wastewater and denitrifying microorganisms in the filter medium layer;

(c) returning the wastewater from the upper chamber to the lower chamber through the returned water introducing means and causing the returned wastewater to circulate for upstream passage of the filter medium layer, while supplying air through the process air introducing means, to nitrify organic nitrogen and ammonium nitrogen using nitrifying microorganisms; and

(d) discharging the treated water subjected to the nitrification through the treated water discharging means.

16. A wastewater treatment apparatus comprising:

a bottom portion and a plate formed above and spaced apart from the bottom portion to form a lower chamber with the bottom portion;

an outlet installed on the bottom portion for drawing off water and sludge in the lower chamber before backwashing;

a filter medium layer supported to the upper portion of the plate by the plate, the upper layer of which forms a bottom portion of an upper chamber;

a process air introducing means for supplying process air to the filter medium layer formed over the plate;

a plurality of aerators formed over and spaced apart a predetermined distance from the plate, and mounted in a plurality of air flow pipes led to the process air introducing means;

a backwash air introducing means for supplying backwash air to the lower chamber during backwashing;

a backwash water introducing means for supplying backwash water to the lower chamber during backwashing;

a plurality of nozzles extending from the lower chamber to the filter medium layer through the plate;

a treated water discharging means for discharging the treated water having passed through the filter medium layer;

a returned water introducing means for returning the treated water having passed through the filter medium layer to the lower chamber; and

a wastewater introducing means connected to the returned water introducing means, for introducing wastewater to be treated into the lower chamber.

17. A wastewater treatment method comprising the steps of:

(a) introducing wastewater to be treated to the lower chamber through the wastewater introducing means connected to the returned water introducing means of the wastewater treatment apparatus according to claim 16 and allowing the wastewater to upwardly pass through the filter medium layer until the water level of an upper chamber reaches an inflow level, under non-aeration conditions;

(b) returning the wastewater contained in the upper chamber to the lower chamber through a returned water introducing means for circulation so as to allow upstream passage of the filter medium layer under anoxic/ anaerobic conditions, to denitrify nitrate nitrogen remaining in the previous cycle using organic matter in the wastewater and denitrifying microorganisms in the filter medium layer and also to cause a phosphorus release reaction to occur using organic matter in the wastewater and subordinate phosphorus removing microorganisms in the filter medium layer;

(c) returning the wastewater from the upper chamber to the lower chamber through the returned water introducing means and causing the returned wastewater to circulate for upstream passage of the filter medium layer, while supplying air through the process air introducing means, to nitrify organic nitrogen and ammonium nitrogen using nitrifying microorganisms and to cause an excessive uptake of phosphorus using subordinate phosphorus removing microorganisms; and

(d) discharging the treated water from which organic matter, nitrogen and phosphorus are removed through the treated water discharging means.

18. A wastewater treatment method comprising the steps of:

(a) while supplying air, introducing wastewater to be treated to a lower chamber through a wastewater introducing means connected to a returned water introducing means of the wastewater treatment apparatus according to claim 16 and allowing the wastewater to upwardly pass through a filter medium layer until the water level of an upper chamber reaches an inflow level;

(b) returning the wastewater from the upper chamber to the lower chamber through the returned water introducing means and causing the returned wastewater to circulate for upstream passage of the filter medium layer, while supplying air through the process air introducing means, to nitrify organic nitrogen and ammonium nitrogen using nitrifying microorganisms; and

(c) discharging the treated water subjected to the nitrification through the treated water discharging means.

19. A wastewater treatment method comprising the steps of:

(a) under a non-aeration conditions, introducing wastewater to be treated to a lower chamber through a wastewater introducing means connected to a returned water introducing means of the wastewater treatment apparatus according to claim 16 and allowing the wastewater to upwardly pass through a filter medium layer until the water level of an upper chamber reaches an inflow level;

(b) returning the wastewater contained in the upper chamber to the lower chamber through a returned water introducing means for circulation so as to allow upstream passage of the filter medium layer under anoxic conditions, to denitrify nitrate nitrogen remaining in the previous cycle, using organic matter in the wastewater and denitrifying microorganisms in the filter medium layer;

(c) returning the wastewater from the upper chamber to the lower chamber through the returned water introducing means and causing the returned wastewater to circulate for upstream passage of the filter medium layer, while supplying air through the process air introducing means, to nitrify organic nitrogen and ammonium nitrogen using nitrifying microorganisms; and

(d) discharging the treated water subjected to the nitrification through the treated water discharging means.