The present invention relates to a system for the treatment of organic waste and/or waste, particularly waste from biogas plants, slurry and the like, cut or green waste and/or sewage sludge.

A subsurface flow constructed wetland (SFCW) includes a sand layer having a ventilation property of 90 mL/(cm.Math.s) and a permeation rate of less than 0.3 kg/m.sup.2/h under a two-meter-high pressure head, a filter layer disposed on the sand layer, and a gabion module disposed on the filter layer. The filter layer includes fine sand with a particle size of 0.25-0.35 cm. The gabion module includes a gabion box including a plant layer and a filler layer, and the filler layer is disposed on the plant layer.

Media beds containing worms living in an oxygenated aqueous environment are provided for the remediation of water containing excreted and other oxidizable organic or chemical waste. The media beds may include cultivated plant life in addition to the cultivated worm population for the uptake of nitrates, as well as other nutrients rendered soluble through digestion of the worms to remediate water to levels sufficient to be safely returned to the environment; alternatively the water may be remediated to higher nitrate levels in the absence of plants so that the water can be used in subsequent fertilization operations outside the waste treatment system. The system further includes cultivated microbial populations that may be present in the media beds and/or in separate bioreactors within the system.

An earthworm reactor comprises a main body frame and multilayered reactor box bodies located in the main body frame. A bottom plate is arranged at the bottom of each layer of the main body frame, and the reactor box body is movably arranged on the bottom plate of each layer; an aerator pipe and a filtrate collecting pipe are arranged in the reactor box body of each layer; an aerating air supply pipe connected to the aerator pipe of each layer and a filtrate centralizing pipe connected to the filtrate collecting pipe of each layer are separately arranged on one side of the main body frame; the aerating air supply pipe is connected to an external aerating device and the bottom of the filtrate centralizing pipe is connected to an external liquid storage tank.

A scalable and moveable phytoremediation cell and system that uses perlite medium surrounding a poplar or willow tree root zone in a cell that results in excellent organic and mineral pollutant treatment. COC removal is achieved by pollutant sorption, increased microbial mineralization activity, fluctuating redox potential, and achieving faster break down of pollutants to achieve regulated water quality standards. The cell reactor system uses photosynthesis and rhizosphere dynamics to create a predictable reactor into carbon-rich microbial biomass mass to remove waste water pollutants (COC). The cell uses <10% of the energy required for alternative tertiary treatment system.

An aerated wetland system used for wastewater treatment is disclosed. The system includes a main frame with an entrance and an output opening. The wastewater is entered into the system with maximum velocity via the entrance and via a racetrack. The racetrack comprises an agitated flow pattern with a plurality of baffles along the longitudinal axis of the racetrack to deflect the wastewater and create turbulent flow into the wastewater. The racetrack further includes at least four intersecting sections. The at least two intersecting sections include washed soils and an aeration system and other two intersecting sections include washed soils and a plurality of wetland plants respectively, thereby subjecting the influent wastewater to anaerobic and aerobic conditions respectively, along the racetrack to effectively purify and treat volatile compounds in the influent wastewater. The outlet opening directs out effluent wastewater from the aerated wetland system via the effluent device.

The present invention discloses a small integrated greening device and method for recycling wastewater, including a wastewater collection system, a microorganism and plant purification system, and a reclaimed water collection and distribution system. The method includes the following process: greywater or wastewater is collected through a pipeline and enters a water collection tank of a wastewater collection part. Lifting is performed by submersible sewage pumps, such that the lifted water enters a microorganism and plant synergistic purification and greening part. Each submersible pump is controlled by one corresponding automatic water level controller to transport the treated water to the reclaimed water-use sites. The device and method provided by the present invention utilize the physical and chemical action of a filler and the synergistic purification effect of microorganisms and plants to purify the greywater, and the purified reclaimed water is used for flushing toilets, watering trees or other purposes.

Provided herein are lagoon systems and methods for industrial wastewater remediation.

The present invention relates to a method of wastewater treatment in which a filter aid prepared by extrusion of freshly harvested wet lignocellulosic feedstocks or by extrusion of wet lignocellulosic feedstocks having dry matter content 30-75% (w/w) is used to collect sewage sludge and the combined spent filter aid with collected sewage sludge is used for hydrothermal conversion.

A system for processing a manure sludge includes in a preferred embodiment: (a) an anaerobic digester; (b) a drying bed planted with a plurality of macrophytes, said macrophytes being nurtured so they are growing and engaging in evapotranspiration bed; and (c) a transfer assembly adapted to deliver a manure sludge from the anaerobic digester to the drying bed so that the roots of the plants contact manure sludge transferred to the drying bed so that the sludge is dried by evapotranspiration. The anaerobic digester and transfer assembly are adapted to: (i) treat raw farm waste slurry to provide a biostabilized manure sludge composition; and (ii) deliver the biostabilized manure sludge composition to the drying bed at a solids content of at least about 1% by weight.