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Process and apparatus for waste water treatment

Inactive Publication Date: 2005-07-07
BOYD STEVEN H +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Benefits of technology

[0037] The present invention relates to a system and method for treating wastewater from any mechanical or gravity system. This generally relates to placement of bacteria, enzymes, biological and chemical catalysts, such as nitrifying and denitrifying, carbon or electron donor sources and nutrients, and heating means in a system relative to oxygen and nitrogen sources, oxic, aerobic, anoxic, and anaerobic zones, using an apparatus. The apparatus may be in one or more parts. It refers to the placement of bacteria, enzymes, biological and chemical catalysts, nutrients and or electron donor, carbon sources or heating means in waste water systems in industrial, agricultural, commercial, residential, and other waste water systems; and the methods for treating pollutants or undesirable materials in waste water or polluted sites. These ingredients are frequently limiting in the efficient and proper functioning of the wastewater systems Frequently, the bacterial species which are specific for the pollutant to be removed is not always present, or have a short life or not present in high concentrations to be effective. This will also be the case for suspended media as well as fixed film media. Therefore, there is a need for the delivery of the bacteria and electron donors in high concentration to allow for system efficiency and capacity without increasing the size or volume of the system. Furthermore, frequent testing and monitoring for the presence of the microbes is desirable to establish efficient system performance. The findings of constant demand for microbes and electron donor / carbon and micronutrients show the need for controlled addition. The volume available for fixed or suspended film surface area is small and limiting, and not all the microbes grow on surfaces. Solid media (materials) used as carbon or electron donor is not always adequate to supply the necessary electron donors due to solubility limitations, and could be supplemented by this invention.
[0038] The invention also includes stable compositions of carbon and carbon containing nutrient liquid mixtures of low viscosity which can be easily pumped, non-flammable, less damaging to beneficial bacteria, safer to handle than currently used organic solvents and less toxic to the environment when released and not subject to premature growth of bacteria and other microorganisms during storage and use. These bioremediation processes may be considered as fermentation processes applicable to pollutants, and the location placement of additives is important for the efficient functioning of these processes. The microbes can be bacteria or yeast, and other biological catalysts such as enzymes may also be used.

Problems solved by technology

These ingredients are frequently limiting in the efficient and proper functioning of the wastewater systems Frequently, the bacterial species which are specific for the pollutant to be removed is not always present, or have a short life or not present in high concentrations to be effective.
The volume available for fixed or suspended film surface area is small and limiting, and not all the microbes grow on surfaces.
However, these solvents are flammable and toxic, and its large scale use causes handling difficulties including special storage.
In addition, methanol metabolism rate by many bacteria would be too slow for some systems, resulting in longer residence times and reduced productivity of treatment.

Method used

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  • Process and apparatus for waste water treatment
  • Process and apparatus for waste water treatment
  • Process and apparatus for waste water treatment

Examples

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example 1

Preparation of Nitrification and Denitrification Bacteria Mixture

[0112] Bacteria mixtures useful in nitrification and denitrification were prepared by mixing bacterial mixtures containing various bacterial strains known to nitrify and denitrify.

[0113] For nitrification, a mixture of Enterobacter Sakazaki(ATCC 29544), Bacillus coagulans (ATCC7050), Bacillus subtillis (ATCC 6051), Bacillus subtillis (ATCC 6051), Bacillus megatarium (ATCC7052), Bacillus licheniformis (ATCC14580), Bacillus cerus (ATCC4513) and Bacillus pasytereurii (ATCC 11859) was used. For nitrification, the bacteria were not easy to identify, and include Nitrobacter and Nitrocococcus spp obtained from Cape Cod Biochemicals, 21 Commerce Road, Bourne, Mass.

[0114] Bacterial growth media was prepared in 1 liter batches by dissolving 20 g Bacto Tryptose, 2 g Bacto Dextrose,(Difco Laboratories, Detroit, Mich.), 5 g sodium chloride, and 2.5 g disodium phosphate (Sigma-Aldrich Corp., St. Louis, Mo., U.S.A.) in 1 liter of ...

example 2

Preparation of Carbon Nutrient Mixtures

[0115] Carbon mixtures that are non-flammable, have low viscosity and are readily pumpable liquids, and stable to premature microbial growth were prepared by adding to 100 ml of deionized water, 50 g Maltrin M250 (Grain Processing Corporation, Muscatine, Iowa, U.S.A.), dissolving the solids, and adding 10 ml of methanol (Sigma-Aldrich). In addition to the carbon sources, other micronutrients generally used for growth of bacteria, and described in Handbook of Microbiological Media by R. N. Atlas, CRC Press, Cleveland, Ohio and Media Formulations described in the ATCC catalog , ATCC 12301 Park Lane Drive, Rockville, Ma., were added in the generally recommended quantities. The carbon and nutrient mixtures were found to be stable, as measured by unwanted premature growth for over 4 weeks.

[0116] The bacterial mixtures and carbon / nutrient mixtures were tested for viability using solutions made up of ammonium chloride for ammonia conversion, and sod...

example 3

[0119] The bacterial and carbon / nutrient mixtures were then tested in a field test in a system as described in FIG. 2 and FIG. 3, in a sewage treatment testing facility. The waste water exciting the settling tank had 36 ppm nitrate, and was flowing at a rate of 78 gallons / day, and the septic / settling tank was 1500 gallons. The bacteria mixture of nitrifiers and denitrifiers was fed at a rate of 11 ml / hr for 1 hour, each 6 hours, 4 times / day. The carbon / nutrient was added at a rate of 110 ml / hr, for 1 hr every 4 hours, for a total of 660 ml / day. Samples were taken after 14 days under the leaching field at a depth of 1 ft, and 2 ft and tested for nitrate nitrogen. The results are given in Table 1.

TABLE 1FIG. 2 Field Testing of Waste WaterNitratenitrogen, ppmBefore treatment1ft2ftunder the leaching field29-37ppm29-37ppmWith treatment as in FIG. 21ft2ftunder the leaching field10ppm2ppm

[0120] Ammonia was measured using a Hanna Instruments Inc, 584 Park East Drive, Woonsocket, R.I. 0289...

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Abstract

Systems for treating water containing unwanted contaminants. More particularly, the present invention relates to waste water treatment systems including biological media used to aerobically or anaerobically treat solid and liquid waste in water for large and small-scale waste water systems in a way that minimizes the size of the system required to output high-quality, environmentally suitable water that is depleted of ammonia, nitrites, nitrates and other contaminants.

Description

[0001] This application is a continuation of Ser. No. 10 / 897,081 filed Jul. 22, 2004, which is a continuation of Ser. No. 10 / 317,966 filed Dec. 12, 2002 (now U.S. Pat. No. 6,767,464 issued Jul. 27, 2004), which claims priority of provisional application Ser. No. 60 / 341,178 filed on Dec. 13, 2001, the disclosures of which are hereby incorporated by reference.BACKGROUND OF THE INVENTION [0002] 1. Field of the Invention [0003] 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-qual...

Claims

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Application Information

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IPC IPC(8): C02F1/00C02F3/00C02F3/02C02F3/12C02F3/28C02F3/30C02F3/34
CPCC02F3/006Y02E50/343C02F3/286C02F3/302C02F3/306C02F3/348C02F2001/007C02F2103/005C02F2209/44C02F2305/06Y10S210/909Y10S210/908Y10S210/903Y10S210/904C02F3/02Y02W10/37Y02E50/30Y02W10/10
Inventor BOYD, STEVEN H.AZAD, ABDUL R.M.
Owner BOYD STEVEN H
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