Batch style wastewater treatment apparatus using biological filtering process and wastewater treatment method using the same
First Claim
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.
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Accused Products
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.
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Citations
19 Claims
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1. A wastewater treatment apparatus comprising:
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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. - View Dependent Claims (2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15)
(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.
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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.
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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.
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12. The wastewater treatment method according to claim 11, wherein the backwash water is the treated water discharged in the discharging step of:
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(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.
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13. The wastewater treatment method according to claim 9, wherein the respective steps are repeated by automatic operation by a programmable logic controller.
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14. A wastewater treatment method comprising the steps of:
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(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.
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15. A wastewater treatment method comprising the steps of:
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(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.
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16. A wastewater treatment apparatus comprising:
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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. - View Dependent Claims (17, 18, 19)
(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.
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18. A wastewater treatment method comprising the steps of:
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(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.
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19. A wastewater treatment method comprising the steps of:
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(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.
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Specification