The invention is described in detail below with reference to the following figures, throughout which similar reference characters denote corresponding features consistently, wherein:
The invention is an apparatus for and method of dosing a wastewater treatment system, particularly suited for disinfection, that a wastewater treatment system fluid source or pump, such as an air compressor, drives according to a sensed need.
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Wastewater treatment system 100 includes a fluid source 125 for delivering a fluid, such as air, for example, for aerobic decomposition of wastewater therein. For example, fluid source 125 may supply diffusers (not shown) that bubble small air bubbles up from the bottom of first chamber 105.
Effluent entering chamber 105 hydrodynamically urges or displaces effluent already in chamber 105 into chamber 110 via, for example a passage 135 or any mechanism for transferring fluid from chamber 105 to chamber 110.
A pump 145 in chamber 110 pumps effluent from chamber 110 to ground.
An embodiment of an apparatus for dosing a wastewater treatment system 200 configured according to principles of the invention includes a reservoir 205 configured for receiving a first fluid 210 and a second fluid 215. A cap 220 provides access to reservoir 205 for introducing first fluid 210 therein. An inlet valve 225 regulates flow of second fluid 215, such as air, from air compressor 120, into reservoir 205.
Ideally, dosing apparatus 200 delivers an amount of first fluid 210 to chamber 110 corresponding to an amount of second fluid 215 received in reservoir 205. To this end, dosing apparatus 200 may include an outlet valve 230 that receives first fluid 210 from reservoir 205 via a first conduit 235, and delivers same to chamber 110 via a second conduit 240 having an outlet 245.
Alternatively, as described in greater detail below, reservoir 205, inlet valve 225 and a outlet valve 230 may be configured, or outlet valve 230 eliminated entirely, so that first fluid 210 and second fluid 215 are normally hydrostatically balanced, with first fluid 210 remaining in reservoir 205 until the balance is overcome, for example, with the addition of more second fluid 215. Preferably, either or both of inlet valve 225 and outlet valve 230 are conventional pop-off type valves that are biased into a closed position, but release, preferably only in one direction, when subjected to nominal pressure, e.g. 2 psi.
While the invention is described with an air compressor 120, other fluid dispensers, such as compressed gas or fluid cylinders (not shown), are within the scope of the invention.
A controller 300, preferably including a programmable microprocessor, may be operably connected to inlet valve 225 and outlet valve 230 for controlling either or both in response to sensed conditions in wastewater treatment system 100.
A sensor 400 may be disposed and configured to sense conditions or parameters, for example, in chamber 110. Sensor 400 may respond to or exhibit characteristics corresponding to the parameter, such as population of, or likelihood or suitability of conditions for microbes, bacteria, coliforms, and other tracer organisms used for the identification of the presence of human wastes. Sensor 400 may communicate the response or exhibit a characteristic (hereinafter “generate an input”) corresponding to the sensed parameter to which controller 300 is responsive. Controller 300 may compare the input against comparison data provided in a memory of controller 300 and determine an appropriate response.
The comparison data may correspond to ranges of values for the input that correspond to conditions in chamber 110 that may or may not suggest a need for disinfection. If controller 300 compares the input value against the comparison data and determines that disinfection is needed, controller 300 triggers a dosing event. A dosing event ultimately introduces some of first fluid 210 into chamber 110.
Alternatively or in conjunction with the above, controller 300 may be operably connected to a flow meter 700 that measures the effluent outflow from chamber 110. The relationship between the inflow and outflow over specified periods may factor into triggering dosing events in advance of anticipated high-use periods, or suppressing dosing events in advance of anticipated low-use periods.
A first way to introduce some of first fluid 210 into chamber 110 is to add second fluid 215 to reservoir 205 and urge or displace first fluid 210 out of reservoir 205. This may be accomplished by diverting air ordinarily supplied to diffusers 125 into reservoir 205. As shown, if first fluid 210 is in liquid form, then second fluid 215 should assume a gaseous form, or least be a lighter gas than first fluid 210.
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Preferably, first fluid 210 and second fluid 215 are non-miscible or at least resist mixing. An alternative embodiment includes miscible fluids. Another alternative embodiment includes a buffer or impermeable layer 255 disposed between first fluid 210 and second fluid 215. Buffer 255 may be a membrane, a chemical layer, a plate that sliding seals against inner walls of reservoir 205, or combinations thereof.
For disinfection, first fluid 210 may be selected from liquid chlorine, bromine, other appropriate disinfectants or combinations thereof.
Reservoir 205 is selectably gas and/or liquid impermeable, that is, reservoir 205 may be opened to replenish the supply of first fluid 210, and then, once replenished, resealed to define a closed volume.
Preferably, reservoir 205 includes a bleeder valve 260 that dissipates pressure of second fluid 215 in reservoir 205 over a short duration, for example, ten seconds. Bleeder valve 260 allows the pressure in reservoir 205 to reach equilibrium with the atmosphere. Alternatively, bleeder valve 260 may be disposed relative to reservoir 205 and wastewater treatment system 100 so that pressure in reservoir 205 equilibrates with the pressure in wastewater treatment system 100.
Another embodiment of the invention, which may or may not be used with the foregoing embodiments, provides for neutralizing excess disinfectant in the effluent in wastewater treatment system 100. This protects the environment from chemicals used to kill effluent-borne pathogens and other harmful microbes that, if released into the environment, would needlessly harm indigenous organisms and upset the local ecosystem.
One embodiment of an apparatus for neutralizing excess disinfectant configured according to principles of the invention includes one or more diffusers (not shown) disposed in chamber 110. The diffusers (not shown) may be placed in fluid communication with compressor 120 via a third valve (not shown), and thereby introduce air, oxygen or some other agent that neutralizes disinfectant into the treated effluent. Other disinfectant neutralizers and requisite suppliers, reservoirs and dispensers are within the scope of the invention.
Preferably, controller 300 is operably connected to the third valve (not shown) for controlling same in response to sensed conditions in wastewater treatment system 100. A sensor may be disposed, for example, in chamber 110 and configured to sense conditions or parameters in chamber 110, and, like sensor 400, generate a corresponding second input to which controller 300 may respond. Controller 300 may compare this second input against a second set of comparison data provided in the memory of controller 300.
The second set of comparison data may correspond to ranges of values for the second input that correspond to conditions in chamber 110 that may or may not suggest a need for neutralizing disinfectant therein. If controller 300 compares the second input against the second set of comparison data and determines that disinfection neutralization is needed, controller 300 triggers a neutralizing event. A neutralizing event ultimately introduces a neutralizing agent, such as air, into chamber 110.
Preferably, the invention includes tracking the amount of first fluid 210 in reservoir 205, and triggering appropriate functions when the amount of first fluid 210 reaches certain levels. To this end, a level detector 500 may be disposed in, on or in fluid communication with reservoir 205. Similar to sensor 400, level detector 500 responds to the level of first fluid 210 in reservoir 205 and generates a corresponding third input to which controller 300 may respond.
Level detector 500 may include a standard float that floats on top of first fluid 210. Float (not shown) may include a magnet or other mechanism that interacts with one or more switches (not shown) or a position detector (not shown) fixed relative to reservoir 205 when proximate thereto. Interaction of the float (not shown) with a switch or position detector may generate the third input.
Alternatively, level detector 500 may include a pressure transducer (not shown) configured or positioned to detect and generate the third input, which corresponds to pressure in inlet line 235 and/or reservoir 205. A sudden pressure decrease in inlet line 235 and/or reservoir 205 is symptomatic of reservoir 205 being opened, such as if the refiller cap (not shown) is off, or that liquid in reservoir 205 has run out. Accordingly, sharp differences between successive third inputs may suggest a sudden pressure drop.
Preferably, controller 300 is operably connected to the level detector 500, an alarm (not shown) and/or a valve (not shown) that controls discharge from wastewater treatment system 100. In response to the third input or rates of change thereof, controller 300 may compare the third input or rates of change against a third set of comparison data provided in the memory of controller 300.
The third set of comparison data may correspond to ranges of values for the third input or rates of change that correspond to low, depleted and/or other levels or amounts of first fluid 210 in reservoir 205. If controller 300 compares the third input or rates of change thereof against the third set of comparison data and determines that the amount of first fluid 210 in reservoir 205 is low, controller 300 may trigger an alarm (not shown). If controller 300 compares the third input against the third set of comparison data and determines that the amount of first fluid 210 in reservoir 205 is depleted, controller 300 may, in addition to triggering an alarm (not shown), initiate necessary operations to prevent discharge from and/or shut down wastewater treatment system 100.
An alarm (not shown) should adequately warn a wastewater treatment system operator or maintenance personnel that the wastewater treatment system requires attention. To this end, the alarm (not shown) may assume any form, such as a visual or audible signal. The alarm (not shown) may include telephonic communication. Accordingly, controller 300 may be equipped with an appropriate modem (not shown) for telephonic voice and facsimile, or global computer network-based communication. For example, responsive to a “low” or “depleted” determination, controller 300 may initiate a telephone call to the wastewater treatment system operator or maintenance personnel and deliver a voice message that the wastewater treatment system requires more disinfectant or other attention. Alternatively, the controller may send a facsimile message or log onto a global computer network and issue an appropriate e-mail message to the same effect.
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Step 605 of providing a reservoir for receiving a first fluid and a second fluid may include adding to a wastewater treatment system a reservoir 205 as described above. Most conventional residential and commercial wastewater treatment systems employ an air compressor 120 for delivering air to a portion of the wastewater treatment system dedicated to aerobic effluent break down. An air supply line or inlet line 235 may be connected between air compressor 120 and reservoir 205 using existing valved outlets (not shown) from compressor 120, or by adding a diverter to the supply lines leading from compressor 120 to other components of the wastewater treatment system that compressor 120 supplies.
Step 610 of causing a ratio of an amount of the first fluid relative to an amount of the second fluid to decrease may include controlling inlet valve 225 and/or outlet valve 230, preferably with a controller 300, as described above.
Controller 300 may rely on sensors 400 and 515 to determine how much first fluid 210 and/or second fluid 215 may be needed to achieve desired conditions in the wastewater treatment system. The same or other sensors may provide feedback to controller 300 for calibrating and ensuring accuracy of dosing events.
The invention is not limited to the particular embodiments described and depicted herein, rather only to the following claims.
This Application incorporates by reference and is a divisional of U.S. patent application Ser. No. 11/539,174, filed Oct. 6, 2006.
Number | Date | Country | |
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Parent | 11539174 | Oct 2006 | US |
Child | 11869063 | US |