Abstract: An animal waste treatment system, particularly adapted to process the waste from a large-scale confined animal facility, has two treatment cells and a holding reservoir. Each of the treatment cells has an anaerobic zone which is two to five feet deep and an aerobic zone on top of the anaerobic zone which is at least twelve feet deep. Effluent from the facility is introduced into the anaerobic zone of the first cell; the aerobic zone of the first cell has a fluid connection to the anaerobic zone of the second cell. Residence times are preferably twenty-one days per cell. The aerobic zone is created by the injection of air with a coarse aerator. Oxygen introduced by the aeration oxidizes reduced nitrogen compounds and other volatiles; much of the nitrogen escapes as N2 to the atmosphere. A portion of the cleaned water is returned to the facility for dilution and flushing purposes. The rest of the cleaned water is used to irrigate crops.

Abstract: An animal waste treatment system, particularly adapted to process the waste from a large-scale confined animal facility, has two treatment cells and a holding reservoir. Each of the treatment cells has an anaerobic zone which is two to five feet deep and an aerobic zone on top of the anaerobic zone which is at least twelve feet deep. Effluent from the facility is introduced into the anaerobic zone of the first cell; the aerobic zone of the first cell has a fluid connection to the anaerobic zone of the second cell. Residence times are preferably twenty-one days per cell. The aerobic zone is created by the injection of air with a coarse aerator. Oxygen introduced by the aeration oxidizes reduced nitrogen compounds and other volatiles; much of the nitrogen escapes as N2 to the atmosphere. A portion of the cleaned water is returned to the facility for dilution and flushing purposes. The rest of the cleaned water is used to irrigate crops.

Abstract: A single-cell wastewater treatment and reuse system designed for wastewater flows of less than 1,500 gpd includes a wastewater treatment cell having a volume in the range of about 14 to about 42 times average daily discharge from a wastewater source, such as a residence, and an overlying reclaimed water storage volume which, for one temperate location, is sized to store about 120 days of reclaimed water. An end of an air conduit disposed in the treatment cell at an elevation higher than the cell bottom but substantially lower than a top margin of the treatment cell provides 2,500 cubic feet per pound of introduced biomass. A pump is operated to selectively withdraw reclaimed water for a beneficial use such as plant irrigation.

Abstract: A bubble diffusion aerator mounted onto a "pot" aerator, for oxygenating a body of water. The bubble diffusion aerator comprises spiral coils of perforated flexible tubing mounted onto a flat frame, with a single air feed line connected to the tubing at a point equidistant from the tubing ends for uniform air pressure. The frame has openings to provide a continuous flow of oxygen-deficient water across the coiled tubing. The "pot" aerator has a vertical pipe with an air feed line, with the vertical pipe mounted on a base. The diffusion aerator is mounted to the vertical pipe of the "pot" aerator at a position up off the water body bottom, minimizing air hole clogging and bottom sediment disturbance. Each aerator has a separate air feed line connected to an air compressor on shore. The aerators can be operated independently, running only the diffusion aerator for air/water transfer, running only the pot aerator to create water movement, or running both to maximize the benefits of each aerator.