Method of using wastewater flow equalization basins for multiple biological treatments
OwnerJohn H. Reidinventor
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OwnerJohn H. Reidinventor
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One or more flow equalization basins or lagoons are utilized for performing hydrolysis of ATP as the first stage of biological phosphorus reduction, selective reduction of biological oxygen demand (BOD), deamination, and denitrification of nitrate and nitrite compounds, in addition to simultaneous flow equalization of wastewater produced by food processing operations on a 2-to-6-day schedule. The inflow half of a single basin or an entire first basin is. operated on an anaerobic/anoxic basis. The outflow half of the single basin or an entire second basin, if present, is operated on an anoxic/aerobic basis. A downstream nitrification reactor is operated on an aerobic/anoxic basis or is operated exclusively on an aerobic basis if followed by an anoxic reactor. The treatment controllably utilizes the high BOD/TKN and BOD/TP ratios in the inflow to the initial basin and controllable and selectively usable mixed liquor recycles to achieve the first stage of biological phosphorus reduction and denitrification of nitrate and nitrite compounds. The result is that nitrification of only ammonia, produced by deamination, and the luxury uptake stage of phosphate ions by polyP bacteria must be done downstream of the basin or basins, termed FEB reactors herein.
A method of utilizing a wastewater flow equalization basin (FEB) as an FEB reactor for multiple biological treatments of inflowing proteinaceous processing wastewater containing BOD by converting said wastewater to mixed liquor and controlling dissolved oxygen (D.O.) levels in said mixed liquor while consuming conventional amounts of said BOD, said multiple biological treatments comprising deamination of proteins to form ammonia, hydrolysis of adenosine triphosphate (ATP) to form adenosine diphosphate (ADP) while releasing phosphate ions and energy and ingesting volatile fatty acids (VFAs) by polyP bacteria, and denitrification of recycled nitrates and nitrites.
The method of utilizing an FEB reactor, having an inflow portion and an outflow portion, to perform multiple biological reactions, in addition to equalizing 2-to-6-day nitrogenous food processing plant wastewater inflow to said FEB reactor to produce uniform 7-day/24-hour outflow, said wastewater having high biological oxygen demand (BOD), comprising the following steps for performing said reactions:
A method of using a wastewater flow equalization basin (FEB) as an FEB reactor for multiple biological treatments of inflowing proteinaceous processing wastewater containing BOD by converting said wastewater to mixed liquor and controlling dissolved oxygen (D.O.) levels in said mixed liquor within said FEB reactor while utilizing said BOD for said multiple biological treatments by polyP and denitrifying bacteria, while other bacteria deaminate proteins in said wastewater to form ammonia.
A method for biological treatment of wastewater, containing proteinaceous materials from an animal slaughtering plant after fat, oil, and grease have been removed from said wastewater, comprising the following steps for multiple biological treatments of said wastewater within a sequence of flow equalization basins that equalize inflow from 2 to 6 days of operation of said plant per week to substantially uniform outflow during 24 hours per day for seven days per week, comprising the following steps:
A method of enabling a flow equalization basin, comprising an inflow half and an outflow half, to be simultaneously utilized as an FEB reactor for flow equalizing, biological release of phosphate ions and intake of volatile fatty acids (VFAs) by polyP bacteria, and selectively limited removal of biological oxygen demand when said inflow half of said FEB reactor is operated on an anaerobic/anoxic basis and when said outflow half is operated on an anoxic/aerobic basis and is followed by an nitrification reactor, comprising the following control steps:
In a conventional flow equalization lagoon which equalizes 2-to-6-day inflow to said lagoon of nitrogenous food processing plant wastewater, having high biological oxygen demand (BOD), to produce uniform 7-day/24-hour outflow,
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