According to one aspect of the present invention, sulfide precipitation is employed to remove heavy metal contaminants from UHLA sludges. Before the scalants are precipitated by UHLA, a sulfide precipitant is added to react with all divalent heavy metals in the coolant. This precipitates metals such as copper, zinc, iron, and nickel originating as heated surface corrosion products, trace metals that are not precipitated in the high lime softening of makeup water, and contaminants including trace metals found in water treatment chemicals. Sulfide precipitation of heavy metals is not generally sensitive to pH and therefore practically all of the divalent heavy metals can be removed. The precipitated heavy metal sulfides are removed from the cooling water before the scalants, and corrosion products are removed by UHLA. Therefore these sludges are relatively free of heavy metal contamination and are suitable for reuse.
More specifically, alum sludge, a waste product from water treatment, is a good source of aluminum to precipitate chlorine as calcium chloroaluminate. However, it contains trace amounts of heavy metals and other contaminants found in water. The potential use of this byproduct has significant cost and environmental benefits. The coolant is mixed with this sludge at a high pH (greater than 10) to dissolve the aluminum. Adding a sulfide to this waste stream according to this aspect of the invention will precipitate divalent heavy metals but not the aluminum. Therefore, the total suspended contaminants and heavy metals are first removed from the alum sludge, while the aluminum stays in solution and goes on to UHLA, where scalants and corrosives such as chlorine are removed. That is, in order to use waste sources of aluminum and to remove the dissolved heavy metals in the coolant, the process of the invention also includes a high alkaline precipitation of heavy metals with sulfides to keep the aluminum in solution and available for the UHLA process. Because aluminum is soluble at high and low pH, acid precipitation of the heavy metals with sulfide is an alternative that may be cost effective. However, in this mode, a sulfide precipitant that does not emit large amounts of toxic gases in an acid environment must be used, such as those taught in U.S. Pat. Nos. 5,451,327 and 5,762,807.
UHL sludges exhibit a design Surface Overflow Rate (SOR) of 1-1.3 gallons per minute per square foot of clarifier surface area. When aluminum is used, as in UHLA, the SOR is even lower or about 0.8 gpm/square foot. Therefore, large gravity clarifiers are required to settle UHLA sludge from cooling water. This is a significant barrier to adoption of UHLA.
According to another aspect of the present invention, high rate clarification, preferably magnetic separation, is performed to remove UHLA sludges efficiently, making UHLA practical. Optimally, three clarifiers are employed: one to separate solids from UHL used to treat blow down, one for treating makeup water using the HL softening process, and one for the removal of heavy metal sulfides and cleanup of waste aluminum sludge precipitated in the chlorine removal step.
In summary, the process of the invention typically treats cooling water in three possible treatment steps, each employing high rate clarification, preferably magnetic seeding and separation technology. The three steps are sulfide precipitation to remove heavy metals if necessary, UHL or UHLA, and HL softening.
Another advantage of using magnetic seeding in the cleaning of cooling water is in connection with the removal of silica, a significant problem in evaporative cooling water systems. Midkiff U.S. Pat. No. 6,416,672 describes a method for removing silica by depositing the silica on particles of a nucleation site material. By providing a large surface area of fine material, silica will scale on this surface area and reduce the scaling on heat transfer surfaces. However, Midkiff points out a potential problem: if the nucleation site material is too small, there will be excessive pressure losses and the nucleation site material will be difficult to remove from the cooling water. Magnetite is mentioned as a suitable nucleation site material but the magnetic properties of magnetite are not mentioned.
Therefore, the present process entails a scale removal system comprising a treatment reactor containing magnetite, a magnetite cleaning system, and a magnetic separator comprising permanent magnets. A magnetic clarifier removes suspended particles from the water flowing from the reactor, If a flocculating polymer used to bind the magnetite to particles to be removed presents a problem, e.g. fouling of heat transfer surfaces in the condenser, filtering may be employed.
According to the present invention, the process employs magnetite particles to provide nucleation sites for scale removal. Using fine magnetite will provide a very large surface area for the deposit of silica and the magnetite can be easily removed in a magnetic separator. That is, the ferromagnetic properties of the magnetite allow it and the particles to which it is bound to be easily removed from water with little pressure drop. It is anticipated that the magnetite cleaning process will abrade the silica off the magnetite so it can be reused; chemical cleaning is another option.
Thus, in
Thus, the magnetic seed or magnetite used in chamber or reactor 22 functions to sorb scalant contaminants. When the magnetic seed or magnetite sorbs the contaminants, magnetic particles are formed. The mixing action in the chamber 22 maintains the magnetic particles in suspension, generally uniformly throughout the reactor 22. The magnetic cleaning system 24 collects the magnetic particles and cleans the magnetic seed from the magnetic particles after which the magnetic seed is reintroduced to reactor 22. In the other reactor 28, the method or process deals with removing suspended solids through a flocculation process involving magnetic seed such as magnetite. Here, a flocculant is added and mixed with the magnetic seed in the water in reactor 28. This forms magnetic floc, which is eventually removed from the reactor 28 via the cleaning system 30. In cases where the use of polymer for flocculation is not desirable, filtration can be substituted for magnetic separation.
In disclosing and describing the methods and systems for treating water, magnetic seeding and magnetic separation have been disclosed as a means of clarifying and removing solids from the water. Generally, magnetic seeding and separation entails mixing magnetic seed, such as magnetite, with the water being treated. Through flocculation, adsorption, absorption and other physical or chemical means, contaminants such as suspended solids, scalants, heavy metals, etc. attach to the magnetic seed to form magnetic particles or magnetic floc. In the case of flocculation, a coagulant and a flocculant may be mixed with the water. Typically, the process of magnetic separation entails utilizing a magnetic collector such as a rotary magnetic drum or a series of rotary magnetic disks. Such collectors are at least partially submerged in the water being treated and are driven. In the process, magnetic particles or magnetic floc are collected by the magnetic collector. These magnetic particles or magnetic floc are removed from the magnetic collector and directed to a shear chamber. In the shear chamber, the magnetic particles or magnetic floc are sheared, separating the magnetic seed and effectively producing magnetic seed and sludge. The same magnetic collector, or a second magnetic collector, can be utilized to collect the separated magnetic seed. After the magnetic seed has been collected by the magnetic collector, the seed is removed from the magnetic collector and returned to the same treatment tank or chamber, or otherwise recycled. The separated sludge is collected and directed from the system or process.
Reference is made to the magnetic seeding and subsequent separation techniques disclosed in application Ser. No. 11/503,951 (the '951 application) and U.S. Pat. No. 7,255,793. The disclosures of the '951 application and U.S. Pat. No. 7,255,793 are expressly incorporated herein by reference.
As used herein the term “water” includes water and all forms of wastewater. “High rate clarifiers” are defined as clarifiers that have a surface overflow rate greater than five gallons per minute per square foot of surface area.
The present invention may, of course, be carried out in other specific ways than those herein set forth without departing from the scope and the characteristics of the invention. The present embodiments are therefore to be construed in all aspects as illustrative and not restrictive and all changes coming within the meaning and equivalency range of the appended claims are intended to be embraced therein.
This application claims priority under 35 U.S.C. §119(e) from the following U.S. provisional application: Application Ser. No. 60/847,383 filed on Sep. 27, 2006. That application is incorporated in its entirety by reference herein.
Number | Date | Country | |
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60847383 | Sep 2006 | US |