In at least one embodiment, the invention provides a retrofit for existing water treatment systems where the retrofit includes a particulate separator with a connection member and a discharge module. In a further embodiment, the invention includes a water treatment system combined with at least one of the following: a particulate separator, a supplementary inlet, and a waveform disk-pack turbine.

Systems and devices for treating water runoff. A water runoff treatment device includes a primary receptacle and a secondary receptacle separated by a barrier having at least one treatment port to permit water to pass from the primary receptacle to the secondary receptacle. A runoff water inlet on one side of the primary receptacle receives drain flow into the primary receptacle. At least one treatment tank having a treatment medium is mounted over a corresponding one of the treatment ports. The at least one treatment tank includes a treatment tank opening to receive water for treatment by the treatment medium. The treatment tank connects to the treatment port to pass treated water into the secondary receptacle. A drain port is formed in the secondary receptacle to pass treated water out and into a flow of treated water.

The present invention relates to a water purifier filter, and a water purifier including the same. The water purifier filter and the water purifier including the same according to the present invention include a filter housing including an inlet and an outlet, and a filter module provided in the filter housing to purify water introduced through the inlet and to supply the water to the outlet, and a material of the filter module includes sodium orthotitanate (Na.sub.4TiO.sub.4) to remove a heavy metal under water, thereby effectively removing a heavy metal including cadmium under water.

A salt recovery system, comprising: a) a salt recovery tank, configured to receive and hold brine; b) a fluid tank, configured to hold a fluid and comprising a heater configured and heat the fluid in the fluid tank; c) a heat exchanger pipe, configured to receive the fluid from the fluid tank, to enable heat exchange between the fluid in the heat exchanger pipe and the brine in the salt recovery tank, and to release the fluid into the fluid tank; d) a circulation pump configured for driving a circulation of the fluid from the fluid tank, through the heat exchanger pipe, and back into the fluid tank; e) a first vacuum pump configured to lower pressure inside the salt recovery tank and to pump the water vapor out the salt recovery tank; f) a recycled water tank, configured to receive the water vapor from the first vacuum pump.

A floating platform, preferably of the spar type, for treating seawater to provide prepared water for injection into a well extending through the seabed. The platform includes an elongate hull structure vertically position-able in a body of water such that the majority of the hull structure is submerged in the body of water, a deck secured to the top of the hull structure so that the deck lies above a surface of the body of water, and a chamber located within or substantially, within the hull structure so that the chamber is also submerged in the body of water and including a water inlet at a lower end of the chamber and a treated water outlet at an upper end, the chamber containing one or more cells for performing an anti-bacterial treatment on water passing up through the chamber from the inlet to the outlet. The platform further includes a pump for pumping water through the chamber from the inlet to the outlet through the cell or cells. In one configuration, the platform may be a spar platform.

Disclosed herein are spacers having baffle designs and perforations for efficiently and effectively separating one or more membrane layers a membrane filtration system. The spacer includes a body formed at least in part by baffles that are interconnected, and the baffles define boundaries of openings or apertures through a thickness direction of the body of the spacer. Alternatively or additionally, passages or perforations may be present in the spacer layer or baffles for fluid flow there through, with the passages and baffles having a numerous different shapes and sizes.

A system and method for aerating and mixing wastewater that includes fine bubble diffusers located at least partially below a large bubble mixer. At least a portion of the gas discharged from the fine bubble diffusers is captured by the large bubble mixer and is reused by the large bubble mixer to form and release intermittent large bubbles. Prior to being captured by the large bubble mixer, the gas discharged by the fine bubble diffusers can aerate the wastewater. The large bubble mixer includes an accumulator that, upon becoming filled with gas, generates and releases a large bubble. Upon discharge from the large bubble mixer, the large bubbles generated therein may separate into a plurality of coarse bubbles for providing additional oxygen transfer and mixing of the wastewater. The system may include supply lines for supplying gas only to the fine bubble diffuser.

An efficient, cost-effective, and efficacious technique for removing coal ash and other pollutants from waterways, ponds, marshes, holding tanks and other water sources and supplies. An apparatus comprising an open cage including electromagnets and/or permanent magnets and/or electrodes is supplied with electrical power to extract materials such as rare earth elements and/or heavy metals. The materials levitate to the surface, forming a slurry while leaving water substantially free of such materials.

A process for treatment of an effluent, which comprises an injection (3) into the effluent, of CO.sub.2 or of a mixture comprising CO.sub.2, comprising: a. a measurement of the pH (6) of the effluent is carried out upstream of the point of injection of the CO.sub.2 or of the mixture in the process; b. a curve of dose of CO.sub.2 to be injected as a function of the pH of a medium for a predetermined volume in litres or in cubic metres was determined beforehand, and this curve is entered into a regulator or automaton (4) capable of controlling the operation of the process; c. the presence of a flow of effluent to be treated is detected, and the dose of CO.sub.2 or of mixture, determined by said curve and multiplied by the flow rate of effluent to be treated, is injected.

A filtration apparatus for a container, the apparatus includes a connection portion for securing the apparatus to the container; a housing; a hand pump attached to the housing, the hand pump comprising an inlet, an outlet, and a user-operated actuator, the hand pump is configured to pass filtered water through the inlet in a first direction towards the outlet of the hand pump during a first stroke of the user-operated actuator, and in both the first direction and in a second direction opposite to the first direction during a second stroke of the user-operated actuator; and a filter fluidly connected to the inlet of the hand pump, the housing is configured to house the filter and at least part of the hand pump, the housing is configured to pass water, the filter is configured to be a two-way valve for regulating water flow between the housing and the hand pump.