A dewatering device for removing entrained solids and debris from a liquid stream includes a housing defining a chamber. An auger has a first end positioned outside the chamber and a second end positioned inside the chamber. A compaction zone includes a first tube fixed to the housing. A second tube is slidably mounted on the first tube. A partition is secured to the second tube and has a first longitudinal position in the housing allowing a solids plug to form in the compaction zone and a second longitudinal position in the housing preventing the solids plug from forming in the compaction zone.

Systems and methods for disposing of blackwater are disclosed. A first vessel contains a screw running through the vessel from a first end to a second end. The screw is surrounded radially by a filter. The first vessel has a blackwater inlet adjacent the first end. An extrusion plate is adjacent the second end of the first vessel. A combustor vessel is configured to receive a solids component from the extrusion plate. A blackwater stream, consisting of a liquid component and the solids component, is passed through the blackwater inlet into the first vessel, is conveyed by the screw from the first end to the second end, and is pressurized against the extrusion plate. The liquid component is thereby forced from the blackwater stream through the filter and the solids component is forced through the extrusion plate into the combustor. The combustor is configured to combust the solids component.

A device for sludge treatment comprises a supporting frame of an external casing defining a treatment chamber provided with one inlet opening of the sludge to be treated; one discharge opening of the treated sludge; at least one auger element housed within the treatment chamber, and adapted to move the sludge to be treated along a direction of advancement; and filtration means located internally to the treatment chamber and surrounding the auger element; at least one anodic element associated with the auger element, and application means for applying a potential difference between the anodic element and the filtration means, generating an electric field adapted to interact with the sludge to be treated to produce an electro-osmotic process.

A device for sludge treatment comprises a supporting frame of an external casing defining a treatment chamber provided with one inlet opening of the sludge to be treated; one discharge opening of the treated sludge; at least one auger element housed within the treatment chamber, and adapted to move the sludge to be treated along a direction of advancement; and filtration means located internally to the treatment chamber and surrounding the auger element; at least one anodic element associated with the auger element, and application means for applying a potential difference between the anodic element and the filtration means, generating an electric field adapted to interact with the sludge to be treated to produce an electro-osmotic process.

The present invention provides a multi plate screw press sludge dewatering machine and a helical shaft thereof. The multi plate screw press sludge dewatering machine includes fixed rings, movable rings, the helical shaft, a sludge inlet tank and a sludge discharging tank; the helical shaft adopts a variable diameter variable pitch helical shaft, a lead angle arrangement sequence of a helical blade of the whole helical shaft is gradual reduction from the sludge discharging tank to the sludge inlet tank, and the lead angle arrangement sequence is gradually reduced from 16°-22° to 6°-14°; a pitch of the helical shaft is gradually increased along a direction from the sludge inlet tank to the sludge discharging tank; a diameter of a shaft body of the helical shaft is gradually increased along with a direction of the sludge discharging tank from a ⅓ position of a shaft length; and blockage prevention plates are arranged on two sides of the bottom of the helical blade. The helical shaft in the present invention is specially designed, so that the pitch is more reasonable, a helical angle is gentler, frictional resistance when sludge passes through the helical shaft may be effectively reduced, and phenomena of shaft blockage and shaft sticking of the sludge may be reduced.

The present invention provides a multi plate screw press sludge dewatering machine and a helical shaft thereof. The multi plate screw press sludge dewatering machine includes fixed rings, movable rings, the helical shaft, a sludge inlet tank and a sludge discharging tank; the helical shaft adopts a variable diameter variable pitch helical shaft, a lead angle arrangement sequence of a helical blade of the whole helical shaft is gradual reduction from the sludge discharging tank to the sludge inlet tank, and the lead angle arrangement sequence is gradually reduced from 16°-22° to 6°-14°; a pitch of the helical shaft is gradually increased along a direction from the sludge inlet tank to the sludge discharging tank; a diameter of a shaft body of the helical shaft is gradually increased along with a direction of the sludge discharging tank from a ⅓ position of a shaft length; and blockage prevention plates are arranged on two sides of the bottom of the helical blade. The helical shaft in the present invention is specially designed, so that the pitch is more reasonable, a helical angle is gentler, frictional resistance when sludge passes through the helical shaft may be effectively reduced, and phenomena of shaft blockage and shaft sticking of the sludge may be reduced.

A water treatment unit includes a unit housing having an electrocoagulation chamber for containing water being treated; a replaceable electrocoagulation cartridge removably retained within the electrocoagulation chamber and having several electrically conductive electrocoagulation plates; a unit control mechanism, and a unit electric circuit electrically connected to the unit control mechanism and adapted to be electrically connected to an electric power source, where the unit electric circuit includes metal strips configured to extend through the water being treated between the replaceable electrocoagulation cartridge and a wall of the electrocoagulation chamber to electrically connect at least one of the electrically conductive electrocoagulation plates to the electric power source when the replaceable electrocoagulation cartridge is retained within the electrocoagulation chamber. In the unit, as the replaceable electrocoagulation cartridge is inserted into the electrocoagulation chamber the metal strips are adapted to complete the unit electric circuit within the water being treated.

A water treatment unit includes a unit housing having an electrocoagulation chamber for containing water being treated; a replaceable electrocoagulation cartridge removably retained within the electrocoagulation chamber and having several electrically conductive electrocoagulation plates; a unit control mechanism, and a unit electric circuit electrically connected to the unit control mechanism and adapted to be electrically connected to an electric power source, where the unit electric circuit includes metal strips configured to extend through the water being treated between the replaceable electrocoagulation cartridge and a wall of the electrocoagulation chamber to electrically connect at least one of the electrically conductive electrocoagulation plates to the electric power source when the replaceable electrocoagulation cartridge is retained within the electrocoagulation chamber. In the unit, as the replaceable electrocoagulation cartridge is inserted into the electrocoagulation chamber the metal strips are adapted to complete the unit electric circuit within the water being treated.

Disclosed herein is a method for treating wastewater and a device for treating wastewater for the same. A treatment method for parlor wastewater/biomass liquid digestate is provided with, in a cleaning facility provided with at least a mixing tank-reaction tank-sludge dehydrator-(neutralization tank)-biological treatment tank: a step for adding a dewatering aid having an Mp value (moisture content evaluation) of Mp (cake moisture content)≤55 or 55-70 to parlor wastewater/biomass liquid digestate of water to be treated in the mixing tank; next, a step for adding a flocculant to the water to be treated in the reaction tank and forming floc that is maximum (10 mm ϕ or greater) to large (5-10 mm ϕ) and that includes emulsified components and microparticle components in the floc containing the oil and fat portions and calcium in discarded milk or in the biomass liquid digestate; a step for eliminating the floc with the sludge dehydrator and simultaneously separating into the supernatant liquid from which the floc has been eliminated and dehydrated cake with a moisture content of 55% or less or 55-70%; and next, a step for carrying out biological treatment by introducing the supernatant liquid into the biological treatment tank.

In a system and process, sludge is treated by two stages of anaerobic digestion in series separated by intermediate thickening and hydrolysis. The hydrolysis product is transferred to the second digester essentially without dilution.