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US5639371A Expired / Lapsed US ⏱️ 0.0 years remaining

Aeration reactor with flow control

Assignee: Parkson Corp
•
Filing: 1996-04-09
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Granted: 1997-06-17
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Expires: 2016-04-09
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Abstract

Abstract In the aeration reactor described in the specification, an aeration basin has two aeration cells separated by a dividing curtain and connected in series so as to normally receive wastewater in the first aeration cell and then pass the wastewater to the second aeration cell which is followed by a clarifier to separate sludge from the treated wastewater. A liquid level detector in the reactor responds to surges in the rate of flow of the wastewater through the reactor to redirect incoming wastewater and return sludge from the first aeration cell into the second aeration cell and isolate the first aeration cell to preserve active sludge in that cell.

Inventors

  • 👤 Daniel E. Loy
  • 👤 Michael H. Jakob

Bibliographic Details

Application Number —
Jurisdiction US
Data Source google_patents
Last Synchronized 2026-11-08 19:56
CPC Classifications
C; C02; C02F; C02F3/00; C02F3/02; C02F3/12; C02F3/1205; C02F3/121; C02F3/006; Y; Y02; Y02W; Y02W10/00; Y02W10/10

Claims Analysis

Total Claims: 15
Claim 1
Independent Claim 170 words
A process for treating wastewater in an aeration reactor comprising normally passing wastewater to be treated through a first aeration cell containing active sludge and aerating the wastewater therein to treat waste material carried by the wastewater, passing the wastewater from the first aeration cell to a second aeration cell, aerating the wastewater in the second aeration cell to further treat the waste material carried by the wastewater, passing the wastewater into a clarifier and permitting solid material carried by the wastewater to settle in the clarifier and discharging supernatant liquid from the clarifier to an outlet, detecting a change in the flow rate of wastewater through the aeration reactor, isolating the first aeration cell in response to an increase in the flow rate of wastewater to a level higher than a selected level to retain active solids in the first aeration cell while directing substantially all of the wastewater to be treated into the second aeration cell until the flow rate returns to a level below the selected level.
Claim 2
Dependent Claim 170 words
A process for treating wastewater in an aeration reactor comprising normally passing wastewater to be treated through a first aeration cell containing active sludge and aerating the wastewater therein to treat waste material carried by the wastewater, passing the wastewater from the first aeration cell to a second aeration cell, aerating the wastewater in the second aeration cell to further treat the waste material carried by the wastewater, passing the wastewater into a clarifier and permitting solid material carried by the wastewater to settle in the clarifier and discharging supernatant liquid from the clarifier to an outlet, detecting a change in the flow rate of wastewater through the aeration reactor, isolating the first aeration cell in response to an increase in the flow rate of wastewater to a level higher than a selected level to retain active solids in the first aeration cell while directing substantially all of the wastewater to be treated into the second aeration cell until the flow rate returns to a level below the selected level.
Claim 3
Dependent Claim 66 words
A method according to claim 1 including the steps of detecting a change in the wastewater flow rate by detecting a variation in the level of liquid in the aeration reactor, and controlling valves in an intake line to direct incoming wastewater to either the first aeration cell or to the second aeration cell in accordance with the detected level of liquid in the aeration reactor.
Claim 4
Dependent Claim 37 words
A method according to claim 2 including the step of controlling an outlet from the clarifier to cause a variation in the level of liquid in the clarifier when the wastewater flow rate reaches a selected value.
Claim 5
Dependent Claim 40 words
A method according to claim 2 including the step of controlling an outlet from the second aeration cell to cause a variation in the level of liquid in that aeration cell when the wastewater flow rate reaches a selected value.
Claim 6
Dependent Claim 57 words
A method according to claim 2 including the steps of returning sludge from the clarifier through a sludge return line to the aeration basin and controlling valves in the sludge return line to direct the sludge into either the first aeration cell or the second aeration cell in accordance with the level of liquid in the clarifier.
Claim 7
Dependent Claim 31 words
A method according to claim 1 including the step of detecting the wastewater flow rate by measuring the rate of flow in an incoming wastewater line leading to the aeration basin.
Claim 8
Dependent Claim 127 words
An aeration reactor for aerating wastewater comprising an aeration basin, at least one divider for dividing the aeration basin into at least two cells normally connected in series, aeration means for aerating the wastewater in each of the aeration cells, a clarifier for receiving aerated wastewater from the aeration basin, an inlet line to supply wastewater to the aeration basin, and flow control means for controlling the flow of wastewater from the inlet line either to the first aeration cell or for isolating the first aeration cell from the subsequent aeration cell and the clarifier when the flow rate exceeds a selected level and directing flow from the inlet to a subsequent aeration cell in accordance with the rate of flow of wastewater through the aeration basin.
Claim 9
Dependent Claim 127 words
An aeration reactor for aerating wastewater comprising an aeration basin, at least one divider for dividing the aeration basin into at least two cells normally connected in series, aeration means for aerating the wastewater in each of the aeration cells, a clarifier for receiving aerated wastewater from the aeration basin, an inlet line to supply wastewater to the aeration basin, and flow control means for controlling the flow of wastewater from the inlet line either to the first aeration cell or for isolating the first aeration cell from the subsequent aeration cell and the clarifier when the flow rate exceeds a selected level and directing flow from the inlet to a subsequent aeration cell in accordance with the rate of flow of wastewater through the aeration basin.
Claim 10
Dependent Claim 50 words
An aeration reactor in accordance with claim 7 including valved lines connecting the wastewater inlet line to the first aeration cell and to a subsequent aeration cell, respectively, and control means for controlling the valves in the valved lines in accordance with the flow rate supplied to the aeration basin.
Claim 11
Dependent Claim 56 words
An aeration reactor in accordance with claim 8 including a liquid level detector in the aeration reactor for detecting the level of liquid therein and controlling the valved lines for supplying incoming wastewater either to the first aeration cell or to a subsequent aeration cell in accordance with the level of liquid in the aeration reactor.
Claim 12
Dependent Claim 18 words
An aeration reactor in accordance with claim 9 wherein the liquid level detector is disposed in the clarifier.
Claim 13
Dependent Claim 39 words
An aeration reactor in accordance with claim 10 wherein the clarifier includes a floating weir and controllable outlet valves which are adjustable to control the wastewater flow rate at which the level of liquid in the clarifier will rise.
Claim 14
Dependent Claim 56 words
An aeration reactor in accordance with claim 7 including sludge return means for returning sludge from the clarifier to the aeration basin and valve means for controlling the return of sludge either to the first aeration cell or to a subsequent aeration cell in accordance with the rate of flow of wastewater through the aeration basin.
Claim 15
Dependent Claim 45 words
An aeration reactor in accordance with claim 7 wherein the aeration means includes at least one moving aerator chain in each of the aerator cells and a plurality of aerators suspended from the aerator chain for aerating the wastewater while maintaining circulation of active sludge.

USPTO Annuity & Maintenance Windows

Annuity Stage Window Opens Payment Deadline Surcharge Period Until Estimated Fee Status
3.5 Years (Year 4) 2000-06-16 2000-12-16 2001-06-17 $2000.00 Window Closed / Lapsed
7.5 Years (Year 8) 2004-06-16 2004-12-16 2005-06-17 $3760.00 Window Closed / Lapsed
11.5 Years (Year 12) 2008-06-16 2008-12-16 2009-06-17 $7700.00 Window Closed / Lapsed

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