Liquid purification or separation – Recirculation – Serially connected distinct treating or storage units
Reexamination Certificate
1999-07-23
2001-05-08
Upton, Christopher (Department: 1724)
Liquid purification or separation
Recirculation
Serially connected distinct treating or storage units
C210S197000, C210S202000, C210S206000, C210S256000, C210S259000
Reexamination Certificate
active
06228258
ABSTRACT:
BACKGROUND OF THE INVENTION
This invention relates to the treatment of sewage. More particularly, this invention relates to the treatment of sewage discharged from houses and other buildings which are not connected to a municipal sewer system such that, after the sewage has passed through the Sewage Treatment System with Chlorinator (“STSC”), it has been cleaned to a level acceptable for discharge into the environment so that it will not contaminate the ground water. Thus, the STSC provides an alternative to septic systems for buildings constructed outside of a local municipal sewer system.
There are several versions of the conventional sewage treatment system which use aerobic microorganisms to break down sewage. One such device is seen in U.S. Pat. No. 5,549,818. This conventional sewage treatment device consists of a cylindrical tank which encompasses a funnel-shaped clarifier. The clarifier divides the cylindrical tank into an outer chamber, between the outer wall of the tank and the clarifier, and an inner chamber, inside the clarifier. Air is introduced into the outer chamber by multiple air droplines, which are connected to an air compressor and which pump air bubbles into the sewage in the outer chamber. Sewage flows into the outer chamber where it comes in contact with the air bubbles. The introduction of air facilitates the breakdown and digestion of the sewage by aerobic microorganisms present in the sewage. The aerated sewage then proceeds into the clarifier through an opening at the bottom of the funnel-shaped clarifier. Inside the clarifier is a quiescent zone. This area of calm in the inner chamber of the device allows for settling to occur, with the solids falling back out of the clarifier and collecting on the bottom of the treatment tank. Accordingly, the waste water becomes cleaner as it progresses upward in the funnel-shaped clarifier, continuing to allow gravity to separate the solids from the water. So, by the time the sewage has progressed up through the clarifier, it has been substantially cleaned. This treated effluent exits near the top of the clarifier and is discharged.
The Sewage Treatment System with Chlorinator (“STSC”) employs a more comprehensive two step process to clean sewage. Thus, it is able to treat sewage more thoroughly than conventional devices while still offering a single, simple-to-install unit for this complete processing of sewage. The sewage first proceeds through an aerobic tank, passing through an aeration chamber followed by a settling chamber in a clarifier. Then, in the second stage, the sewage enters a post-treatment area, where it is chlorinated before discharge. Through this multi-step process, the STSC produces a cleaner effluent. In addition, the use of chlorine in the post-treatment tank disinfects the effluent before discharge, ensuring that no disease carrying organisms, which could contaminate the ground water, are discharged from the STSC.
SUMMARY OF THE INVENTION
The STSC is a single device utilizing a two stage procedure for treating sewage. The STSC is comprised of an aerobic tank, in which the sewage is aerated to allow aerobic microorganisms to break down the sewage and then clarified as the heavier particles separate from the effluent, and a post-treatment tank, which chlorinates the effluent before discharge. The two tanks are joined into a single unit, allowing for convenient installation.
The aerobic tank is a vessel with sidewalls and a bottom, and the top is sealed by a removable cover. The tank encompasses a funnel-shaped clarifier. The clarifier is wide near the top of the aerobic tank and narrows towards the bottom of the tank, and there is an opening in the bottom of the clarifier. There are many methods which could be used to hold the clarifier in place inside the aerobic tank. The STSC preferably uses a clarifier design with a lip that overhangs the sidewalls of the aerobic tank. Thus, the clarifier actually hangs down from the top of the sidewalls. The lip of the clarifier is held firmly in place between the top of the aerobic tank sidewalls and the cover for the aerobic tank. The funnel-shaped main body of the clarifier is offset slightly down from the top of the tank, so that there is a gap between the top of the clarifier and the top of the aerobic tank. This offset provides clearance for the air feed conduit. The clarifier hangs down inside the vessel, not reaching down to the bottom of the aerobic tank but leaving an area of clearance between the bottom of the clarifier and the bottom of the aerobic tank. Thus, the aerobic tank is divided into two chambers by the clarifier. Between the outer sidewalls of the aerobic tank and the clarifier is the outer chamber, where aeration of the sewage occurs, while the volume inside the clarifier is the inner chamber of the aerobic tank, where solid particles are gravity separated from the effluent.
Running down into the outer chamber of the aerobic tank from the top of the aerobic tank are droplines. These droplines are typically distributed in the outer chamber such that they provide for aeration throughout the upper part of the outer chamber, above the plane of the bottom of the clarifier. These droplines are conduits which are typically capped at the bottom end and which have small holes for emitting air. The top end of these droplines are connected to an air feed conduit which directs air from the compressor, so that the droplines will emit air bubbles into the outer chamber, aerating the sewage passing through the outer chamber of the aerobic tank. The inner chamber, located inside the clarifier, is screened from the aerating effect of the droplines by the walls of the clarifier, so this inner chamber is a non-turbulent, quiescent zone. Near the top of the inner chamber with its opening located inside the clarifier is an outlet drain leading to the post-treatment tank. Typically, the outlet drain is comprised of an outlet conduit, extending from the clarifier of the aerobic tank to the post-treatment tank, and a T-Baffle, which controls the flow of effluent into the outlet conduit. The T-Baffle is comprised of two T- joints. The first T-joint connects to the outlet conduit and extend upwards and downwards from the outlet conduit. The second T-joint connects to the bottom of the first T-joint, so that its two openings extend out perpendicularly from the openings of the first T-joint. The uppermost opening of the first T-joint extends above the fluid level within the clarifier, acting as a vent for the T-Baffle. Both of the openings for the second T-joint are beneath the fluid level within the clarifier. Thus, the effluent enters the T-Baffle through the two lower openings and then flows into the outlet conduit, out of the clarifier of the aerobic tank and into the post-treatment tank. Because a film of scum can form atop the liquid in the aerobic tank, the T-Baffle acts to drain effluent from beneath the surface of the fluid to provide for a cleaner effluent discharge from the aerobic tank.
The sewage enters the aerobic tank through an inlet port located near the top of the aerobic tank. The sewage moves into the outer chamber of the aerobic tank and descends downward through the outer chamber as additional sewage enters the aerobic tank through the inlet port. As the sewage descends, it passes through the air bubbles emitted from the drop lines. This excites the sewage, causing turbulent motion, as it aerates the sewage. Injecting air into the sewage activates and stimulates the aerobic microorganisms in the sewage. This causes the aerobic microorganisms to multiply and increases the amount of sewage that they digest. This aerobic process eliminates sewage contaminants to a great extent, cleaning the sewage. After passing through the aeration zone of the outer chamber of the aeration tank, the sewage enters a relatively calm zone below the air holes in the drop lines. Here, settling begins to occur, with heavier solids falling towards the bottom of the aerobic tank. The sewage in the quiescent zone is displaced upwards and through the opening in th
Donald Hubbard H.
Johnson George E.
Phelps Dunbar L.L.P.
Upton Christopher
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