An ion removal system includes: an ion removal device including a hard water storage configured to store hard water and a fine bubble generator configured to generate a fine bubble to supply the hard water storage with the fine bubble, for removing a metal ion from the hard water by adsorbing the metal ion in the hard water to the fines bubble in the hard water storage and crystallizing and precipitating the adsorbed metal ion; and a particle feeder configured to bring a particle containing a same element as that of the metal ion into the hard water at a feeding point, the feeding point being located upstream of the hard water storage or located in the hard water storage.

A system and process for recovering pure water and salts from wastewater using oil as a heat transfer medium and liquid salt collector. The wastewater is treated separately so that plant water and potable water result in separate brine streams that are subsequently combined prior to having the heated oil transferred thereto before entering an evaporator. The heated oil vaporizes the pure water in the evaporator and carries the salts from the evaporator as the salts are insoluble in the oil.

A water treatment system includes: a first vessel having adsorbent materials that form a filtering bed; a second vessel in fluid communication with the first vessel and which includes adsorbent materials that form a filtering bed; an underdrain collection system having ring headers formed below the first and second vessel; a liquid control system in fluid communication with the first vessel, the second vessel, and the underdrain collection system; adsorbent material influent lines; water wash-down lines; raw water lines; and adsorbent material effluent lines, each adsorbent material effluent line having an inlet attached to a bottom of the first or second vessel and an outlet that extends out from the first or second vessel and which is positioned above the ring headers of the underdrain collection system.

A fluid sterilization apparatus includes: a flow passage tube in which a processing passage where a passing fluid is sterilized is formed; a first light source that irradiates the processing passage with ultraviolet light; an inflow passage formed in a direction that intersects an outer circumferential surface of the flow passage tube; and a communication passage that causes the inflow passage to communicate with the processing passage. The communication passage has a narrow passage in the middle of a path from the inflow passage toward an opening of a first end, the narrow passage being narrower than a passage toward the inflow passage.

Systems and methods are provided for the removal and disposal of radium form an aqueous medium. The systems and methods include the removal of radium from a source by contact with either natural or synthetic zeolite. The spent zeolite is monitored for radiation levels and replaced with fresh zeolite when the level of radioactivity reaches approximately 9,000 pCi/g. Spent zeolite is disposed of at a low-level radioactive waste site. A system for monitoring and maintaining radium removal and disposal by an off-site provided is also disclosed.

A system and method for producing high quality potable water by re-mineralization of desalinated water is provided. The retentate rejected from a nanofiltration unit becomes a source of mineral-rich divalent ions for mixing with the desalinated water being produced by a desalination unit, thereby reducing or eliminating the need for separate supply from outside sources of chemicals needed to obtain potable water that meets various drinking water standards. The nanofiltration unit may be located in a desalination upstream and/or downstream of the desalination unit, and the amount of flow of the nanofiltration retentate supplied to the re-mineralization unit relative to the amount of desalinated water flow may be adjusted to achieve the desired potable water quality.

A water treatment system includes a magnetic electrode stage structured to receive water and to subject the water to a plurality of magnetic fields alternating in polarity, a static mixer stage coupled to an output of the magnetic electrode stage and structured to direct the water through an alloy mesh, a high voltage electrode stage coupled to an output of the static mixer stage and structured to subject the water to an electrostatic field.

A waste water filtration system filters polluted waste water from various waste water sources including fire sprinkler systems and fire hydrants. The system may be connected by a pipe or hose to a fire sprinkle system riser or stand pipe. The filtering system includes a stainer to capture large particles, a fine particle filter to capture small particles, and may include a chemically selective sponge to capture, for example, oil, and destroy bacteria, when necessary. A switch senses the presence of liquid and turns on a pump when required to advances liquid through the fine particle filter. The filtering system preferably allows compliance with NFPA Standards, California State Fire Marshal's and the California Water Resources Board Best Management Practices (BMP) for maintaining fire sprinkler systems, and Federal Clean Water laws, Federal Coastal Zone laws, and local city ordinances for releasing liquids into storm drains.

The present invention relates to a method for carrying out biological purification of wastewater with the aid of activated sludge in a sewage treatment plant, the sewage treatment plant comprising: an activated sludge tank that can be ventilated (B tank), at least two sedimentation and recirculation tanks (SU tanks), and a tank for biological phosphor elimination (P tank), wherein the P tank is hydraulically connected with the B tank via one or more openings, wherein the B tank is divided into two tanks B.sub.1 and B.sub.2 (B.sub.1 tank and B.sub.2 tank) which are hydraulically connectable via the P tank, wherein each of the B.sub.1 tank and the B.sub.2 tank is continuously connected hydraulically to at least one SU tank, wherein the P tank comprises closure means to cut off the hydraulic connection between the P tank and the B.sub.1 tank and/or the B.sub.2 tank, and wherein each of the SU tanks comprises an overflow unit for draining the excess water in the sewage treatment plant, wherein in the event of an emergency, the hydraulic connection between the P tank and either the B.sub.1 tank or the B.sub.2 tank is cut off, and the waste water is then accumulated and lifted up in the tanks that are not cut off, and the treated wastewater can effluent via the overflow unit of the respective SU tank(s). The present invention also relates to a sewage treatment plant for carrying out said method.

The invention relates to a method for the biological treatment of nitrogen in the form of ammonium in wastewater, by nitritation in a biological reactor, comprising: at least one step a of aerating the biological reactor containing the wastewater to be treated, at least one step b of eliminating at least part of the nitrites produced in step a, and a step c of extracting, from the reactor, a fraction of the sludge resulting from steps a and b. The invention also concerns a method for the biological treatment of nitrogen in wastewater, by nitritation/denitritation and/or deammonification, wherein the nitritation is implemented using the nitritation method according to the invention.