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US4487692A Expired / Lapsed US ⏱️ 0.0 years remaining

Sidewall mounted separator for removing solids in waste water

Assignee: LAKESIDE EQUIPMENT Corp AN IL CORP
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Filing: 1983-08-29
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Granted: 1984-12-11
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Expires: 2003-08-29
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Abstract

Abstract A waste water treatment system including an oxidation vessel which receives waste water and has at least one wall and is adapted to introduce oxygen into the waste water contained therein. A clarifier is mounted on the wall at the outlet from the vessel and is narrow in comparison to the vessel. The clarifier includes generally vertical end walls and an imperforate elongated generally vertical sidewall defining upper and lower ends of the clarifier. The lower end of the clarifier is opened to provide for admission of waste water into the clarifier and an apertured plate extends along the length of the clarifier at the upper end and is hydraulically interposed between the clarifier and the vessel outlet.

Inventors

  • 👤 William W. Kersten

Bibliographic Details

Application Number —
Jurisdiction US
Data Source google_patents
Last Synchronized 2026-10-29 02:05
CPC Classifications
C; C02; C02F; C02F3/00; C02F3/02; C02F3/12; C02F3/1236; C02F3/1257; B; B01; B01D; B01D21/00; B01D21/0039; B01D21/0045; B01D21/0069; B01D21/02; B01D21/24; B01D21/2427; B01D21/2444; B01D21/2488; B01D21/30; B01D21/34; Y; Y02; Y02W; Y02W10/00; Y02W10/10; Y10; Y10S; Y10S210/00; Y10S210/918; Y10S210/926

Claims Analysis

Total Claims: 13
Claim 1
Independent Claim 259 words
A waste water treatment system, comprising: means defining a vessel having a closed loop flow path for receipt of waste water and at least one wall; means for introducing waste water to be treated into said vessel; means for moving waste water along said path; means for introducing an oxygen containing medium into the waste water in said vessel to promote oxidation of organic solids in said waste water; a clarifier mounted on said wall and in said vessel within said flow path, said clarifier being sufficiently narrow in relation to said flow path so as to avoid any significant decrease in the cross sectional area thereof to avoid interference with maintenance of a desired velocity of waste water in said path and elongated in the direction of said flow path and having an upper end and a lower end, said upper and lower ends being disposed respectively above and below the intended level of waste water in said vessel, said clarifier having closed side and end walls and having means defining an open lower end such that waste entering said clarifier may enter only through said lower end; and a plurality of means along the length of said clarifier for withdrawing treated waste water from said upper end, said withdrawing means being constructed and arranged such that the flow of waste water from said lower end to said upper end will be of sufficiently low velocity that any organic solids initially entering said clarifier will exit the same under the influence of gravity through said open lower end.
Claim 2
Dependent Claim 259 words
A waste water treatment system, comprising: means defining a vessel having a closed loop flow path for receipt of waste water and at least one wall; means for introducing waste water to be treated into said vessel; means for moving waste water along said path; means for introducing an oxygen containing medium into the waste water in said vessel to promote oxidation of organic solids in said waste water; a clarifier mounted on said wall and in said vessel within said flow path, said clarifier being sufficiently narrow in relation to said flow path so as to avoid any significant decrease in the cross sectional area thereof to avoid interference with maintenance of a desired velocity of waste water in said path and elongated in the direction of said flow path and having an upper end and a lower end, said upper and lower ends being disposed respectively above and below the intended level of waste water in said vessel, said clarifier having closed side and end walls and having means defining an open lower end such that waste entering said clarifier may enter only through said lower end; and a plurality of means along the length of said clarifier for withdrawing treated waste water from said upper end, said withdrawing means being constructed and arranged such that the flow of waste water from said lower end to said upper end will be of sufficiently low velocity that any organic solids initially entering said clarifier will exit the same under the influence of gravity through said open lower end.
Claim 3
Dependent Claim 28 words
The wastewater treatment system of claim 1 wherein the means defining said lower end includes a plurality of spaced generally vertically extending baffles disposed across said flow path.
Claim 4
Dependent Claim 44 words
The wastewater treatment system of claim 2 wherein the lower ends of said baffles are angled in the direction of flow of waste water in said flow path, and some of said baffles are relatively short while others of said baffles are relatively long.
Claim 5
Dependent Claim 39 words
The waste water treatment system of claim 1 wherein said upper end includes an elongate generally horizontal plate and said plurality of withdrawing means comprises means defining a plurality of apertures in said plate spaced along the length thereof.
Claim 6
Dependent Claim 43 words
The waste water treatment system of claim 1 wherein said upper end includes a generally vertical plate adjacent said vessel wall and wherein said plurality of withdrawing means comprises means defining a plurality of apertures in said plate spaced along the length thereof.
Claim 7
Dependent Claim 20 words
The waste water treatment system of claim 1 wherein said clarifier is formed of a plurality of generally identical modules.
Claim 8
Dependent Claim 24 words
The waste water treatment system of claim 1 wherein said wall on which said clarifier is mounted is a peripheral wall of said vessel.
Claim 9
Dependent Claim 195 words
In a waste water treatment system, the combination of an oxidation vessel for the receipt of waste water and including at least one wall; means for introducing waste water into said vessel; means for introducing oxygen into waste water contained within said vessel; means defining an effluent outlet on said wall at or near an upper edge thereof; a clarifier mounted on said wall at said outlet, said clarifier being narrow in comparison to said vessel so as to avoid any significant decrease in the cross sectional area of a flow path defined by said vessel, said clarifier including generally vertical end walls and an imperforate, elongated generally vertical side wall and defining upper and lower ends respectively located above and below the intended level of waste water in said vessel, said clarifier lower end providing for the admission of waste water into said clarifier from said vessel along the length of the clarifier; and an apertured plate extending along the length of said clarifier at said upper end and hydraulically interposed between said clarifier and said outlet with the apertures in said plate located below the intended level of waste water in said vessel.
Claim 10
Dependent Claim 195 words
In a waste water treatment system, the combination of an oxidation vessel for the receipt of waste water and including at least one wall; means for introducing waste water into said vessel; means for introducing oxygen into waste water contained within said vessel; means defining an effluent outlet on said wall at or near an upper edge thereof; a clarifier mounted on said wall at said outlet, said clarifier being narrow in comparison to said vessel so as to avoid any significant decrease in the cross sectional area of a flow path defined by said vessel, said clarifier including generally vertical end walls and an imperforate, elongated generally vertical side wall and defining upper and lower ends respectively located above and below the intended level of waste water in said vessel, said clarifier lower end providing for the admission of waste water into said clarifier from said vessel along the length of the clarifier; and an apertured plate extending along the length of said clarifier at said upper end and hydraulically interposed between said clarifier and said outlet with the apertures in said plate located below the intended level of waste water in said vessel.
Claim 11
Dependent Claim 46 words
The waste water treatment system of claim 8 wherein said outlet comprises an elongated launder at the upper edge of said vessel wall extending substantially the length of said clarifier and said plate is vertically disposed on said vessel wall between said launder and said clarifier.
Claim 12
Dependent Claim 42 words
The waste water treatment system of claim 8 wherein said clarifier is elongated in comparison to said outlet and said plate is generally non-vertically disposed between said vessel wall and said side wall with an edge below the level of said outlet.
Claim 13
Dependent Claim 114 words
The waste water treatment system of claim 9 or 10 wherein said vessel includes means defining a closed loop flow path for waste water therein and said clarifier is elongated in the direction of said flow path and narrow with respect thereto, and said oxygen introducing means includes at least one rotor adjacent the top of said vessel for aerating waste water in said vessel and for directing the waste water along said flow path and past said clarifier, said outlet including means for adjusting the level of waste water in said vessel above the apertures in said plate to thereby control the immersion of said rotor(s) and the aeration of the waste water.

References Cited (Backward Citations)

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USPTO Annuity & Maintenance Windows

Annuity Stage Window Opens Payment Deadline Surcharge Period Until Estimated Fee Status
3.5 Years (Year 4) 1987-12-11 1988-06-11 1988-12-11 $2000.00 Window Closed / Lapsed
7.5 Years (Year 8) 1991-12-11 1992-06-11 1992-12-11 $3760.00 Window Closed / Lapsed
11.5 Years (Year 12) 1995-12-11 1996-06-11 1996-12-11 $7700.00 Window Closed / Lapsed

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