Liquid purification or separation – Processes – Treatment by living organism
Reexamination Certificate
2002-12-12
2004-07-27
Smith, Duane (Department: 1724)
Liquid purification or separation
Processes
Treatment by living organism
C210S620000, C210S139000, C210S177000, C210S199000
Reexamination Certificate
active
06767464
ABSTRACT:
BACKGROUND OF THE INVENTION
1. Field of the Invention
The present invention relates to systems for treating water containing unwanted contaminants. More particularly, the present invention relates to waste water treatment systems including biological media used to aerobically and anaerobically treat solid and liquid waste in the water. Still more particularly, the present invention relates to such treatment systems for large and small-scale waste water systems. The present invention includes novel methods for effectively treating waste water in a way that minimizes the size of the system required to output high-quality, environmentally-suitable, water depleted of ammonia, nitrites, nitrates, perchlorates and other contaminants.
2. Description of the Prior Art
Waste water treatment systems are ubiquitous, from the smallest single-family residence septic system, to industrial facilities for commercial operations and municipalities large and small. It is always the object of such systems to treat for total suspended solids (TSS), biochemical oxygen demand (BOD), nitrogen compounds,
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, phosphorous, and virtually any other bacteria, so as to minimize the quantity of such undesirables output by the system. Various well known means have been devised for achieving such goals, with varying degrees of success and efficiency. An overriding general problem, for the most part, with such prior systems has been the scale of operation required to effectively treat that water with high-quality output. That is, for the volumes of water to be treated, the sizes of these systems are correspondingly large. This may be particularly true for relatively small-scale systems, such as single-family residences and small groupings of homes and/or buildings, where coupling to a municipal treatment system may be unsuitable.
In the array of systems designed to treat waste water, many include the use of biological treatments to accelerate the breakdown of solids and the various contaminants associated with waste water. This biological treatment involves the use of microbes having an affinity for the pollutants contained in the water. That is, rather than simply permit solids to slowly decant from the waste water, and then apply a hazardous chemical treatment designed to destroy the pollutants—along with virtually everything else in the water—these microbes are permitted to act upon the waste water. In relative terms, they act to remove the pollutants faster than if nothing were used, and do so without the hazardous and difficulties associated with chemical treatment. They must, however, be permitted to reside in some type of holding tank, filter, fixed film or media in order to multiply and feed on the contaminants. Upon completion of their ingestion of the pollutants, the microbes simply die and end up as waste solids that fall to the bottom of the treatment tank or unit for subsequent removal. Some microbes may partially block the availability of surface area or volume resulting in voids of inactivity. The treated water then passes to the next stage, which may simply be some form of a leach bed, or it may be a more complex system, such as a reactor, including, but not limited to, an ultraviolet disinfection means, ozone treatment, or membrane filtration for subsequent transport to a body of water, or for recycling in non-critical uses, such as horticulture.
Unfortunately, while aerobic and anaerobic microbe treatment has significant advantages, it is not exceedingly effective in that it is necessary to provide sufficient “dwell time” or “residence time” for the microbes to “eat” enough of the pollutants so that the waste water is rendered satisfactorily contaminant-free. Of course, the extent to which contaminant removal is satisfactory is a function of governmental regulation. In any case, the volume of water that must be treated can often lead to the need for a rather large-scale treatment unit for a relatively small waste-water-generating facility. As a result, there is often a compromise in the prior systems, which compromise is associated with the contamination-removal requirements, the space available to treat the waste water output, and the cost associated with both. Some of these problems have been addressed by recirculation of the partially treated waste water for repeated treatments. Traditional wastewater treatment systems rely on effective treatment by the gradual accumulation of bacteria. This is common to all treatment schemes but especially pronounced in systems relying on vessels or containers in which air is introduced. Such systems, relying on the gradual accumulation of bacteria for treatment, inevitably will experience failure during hydraulic overload, power failure, temporary shutdown for maintenance or in response to seasonal flows. Often, during such events, the bacteria providing treatment wash through the system and after such an event, treatment efficiency is compromised.
Another problem with such prior systems has been their efficiency over a period of time of use. When the waste water to be treated requires the use of a considerable amount of biological mass, there results a problem of “plugging” of the mass. That is, as waste solids build up on the surface of the mass, or as microbes ingest the pollutants and die they do not always fall to the bottom of the tank. Instead, they become trapped at or near the surface of the mass. This plugging or blocking of the mass significantly reduces the pathways by which subsequent pollutants may pass through to underlying active microbes that are located below the surface of the mass. There are two negative results: 1) the acceleration of pollutant decay caused by microbe ingestion is canceled; and 2) water flow through the mass is reduced and possibly even stopped. It is therefore necessary to either build a substantially larger unit than would otherwise be required—in order to account for this plugging—or to expend the effort to clean the clogged system. Such maintenance may include the introduction of agitation means or the use of pressurized water for removal of dead microbes.
Several prior waste-water treatment systems have been described. These systems have apparently been designed for large- and/or small-scale treatment using biological media to accelerate contaminant reduction. For the most part, they include biological treatment as well as mechanisms designed to enhance the effectiveness of the microbial action. However, each in turn suffers from one or more deficiencies that significantly affect the ability to provide the most effective and relatively inexpensive waste treatment system.
Nitrogen in its oxidized states (e.g. as nitrates or nitrites) can seep into ground waters, causing problems in drinking water. Drinking water standards generally limit the concentration of nitrate to 5 to 10 mg/l, yet effluent from a modern treatment plant may have natural levels greater than 20 mg/l. Nitrogen in its reduced state, as ammonia, is toxic to fish, and severe limits are in effect on many streams to control the maximum concentration.
A conventional method of nitrogen removal is by biological means. With sufficient time, oxygen, and the proper mass of microorganisms, organic nitrogen is biologically converted to ammonia and then further oxidized to nitrate forms. This conversion occurs under aerobic (with oxygen) conditions, and is relatively easy to accomplish, resulting naturally under different known types of waste treatment processes. At this point the nitrogen has not been reduced in concentration, only converted to a different form.
A practical means to remove nitrate is to convert them to nitrogen gas. At this point N.sub.2 will evolve from the water and become atmospheric nitrogen. As atmospheric nitrogen, it is not a water pollutant. Nitrates are best converted to nitrogen gas by microbial action. Under anoxic conditions (without free dissolved oxygen), many common bacteria with a demand for oxygen are able to biochemically remove the oxygen from the nitrate ion, leaving nitrogen gas. This process is called biological
Azad Abdul R. M.
Boyd Steven H.
Environmental Operating Solutions, Inc.
Nields & Lemack
Smith Duane
Theisen Douglas J.
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