Abstract: A method and apparatus for wastewater treatment to minimize solid-waste by-products requiring disposal in a landfill site. The system for carrying out the process utilizes initial screening and dissolved air flotation processes to remove a large portion of the solid-waste matter within the wastewater. The wastewater is then processed by anaerobic and aerobic means to clarify the wastewater to a point where it may be discharged into normal sanitary sewage systems. The solid-waste matter removed during the process is dewatered and composted. The composted matter may be used for land applications such as fertilizing or fill dirt.

Abstract: A method and apparatus for aeration of waste water in a dissolved air flotation waste water treatment system includes a container for receiving and retaining waste water for settling of heavy particles and flotation of light particles to the surface of the waste water. Waste water is removed from the container and supplied to a free standing tank. Pressure in the tank is maintained at a predetermined level through the injection of compressed air into the tank. Waste water removed from the tank is pumped through a multiple jet configuration wherein air from the tank is entrained in the waste water as the water is injected back into the tank. The aerated water is discharged from the tank back into the container, thereby providing an efficient aeration process. Aerating the water in a free standing tank separate from the container increases clarification quality as a result of reduced disturbance of the particles floated to the surface of the waste water and reduced need for chemical addition to the waste water.

Abstract: An apparatus for gas entrainment of wastewater in an anaerobic wastewater treatment system, the use of which includes the steps of withdrawing wastewater from an anaerobic digester and piping it into a flotation container. Thereafter the wastewater is pumped into a free standing tank having pressure in the tank maintained at a predetermined level through the injection into the tank of compressed gas generated by anaerobic digestion occurring in the treatment system. The wastewater is removed from the tank and pumped through a multiple jet configuration wherein gas from the tank is entrained in the wastewater as the water is injected back into the tank. The gas entrained water is then discharged from the tank back into the flotation container where the gas bubbles particles to the surface of the water to form a sludge layer.

Abstract: A method and apparatus for wastewater treatment to minimize solid-waste by-products requiring disposal in a landfill site. The system for carrying out the process utilizes initial screening and dissolved air flotation processes to remove a large portion of the solid-waste matter within the wastewater. The wastewater is then processed by anaerobic and aerobic means to clarify the wastewater to a point where it may be discharged into normal sanitary sewage systems. The solid-waste matter removed during the process is dewatered and composted. The composted matter may be used for land applications such as fertilizing or fill dirt.

Abstract: A process for gas entrainment of wastewater in an anaerobic wastewater treatment system includes the steps of withdrawing wastewater from an anaerobic digester and piping it into a flotation container. Thereafter the wastewater is pumped into a free standing tank having pressure in the tank maintained at a predetermined level through the injection into the tank of compressed gas generated by anaerobic digestion occurring in the treatment system. The wastewater is removed from the tank and pumped through a multiple jet configuration wherein gas from the tank is entrained in the wastewater as the water is injected back into the tank. The gas entrained water is then discharged from the tank back into the flotation container where the gas bubbles particles to the surface of the water to form a sludge layer.

Abstract: A method and apparatus for aeration of waste water in a dissolved air flotation waste water treatment system includes a container for receiving and retaining waste water for settling of heavy particles and flotation of light particles to the surface of the waste water. Waste water is removed from the container and supplied to a free standing tank. Pressure in the tank is maintained at a predetermined level through the injection of compressed air into the tank. Waste water removed from the tank is pumped through a multiple jet configuration wherein air from the tank is entrained in the waste water as the water is injected back into the tank. The aerated water is discharged from the tank back into the container, thereby providing an efficient aeration process. Aerating the water in a free standing tank separate from the container increases clarification quality as a result of reduced disturbance of the particles floated to the surface of the waste water and reduced need for chemical addition to the waste water.