• 专利附录
  • 专利说明
  • 权利要求
  • 类似技术
  • 同族专利
  • 引用文献
  • 法律状态
  • 优先权
    • 专利摘要:
    The invention relates to a method for optimizing the chemical precipitation process in clean water and wastewater treatment plants by regulating the basicity of an aluminum-based coagulant. The method is advantageously designed so that the basicity is regulated by adding hydroxide ions to a single solution of the coagulant. Regulation of the basicity takes place in situ and is designed so that regulation is based on data from measurements of the degree of water pollution. A particularly advantageous embodiment is supplied with hydroxide ions in the form of a suspension of magnesium oxide or magnesium hydroxide. In a further advantageous embodiment, the aluminum-based coagulant consists of monomeric aluminum sulphate or aluminum chloride.
    公开号:SE1300156A1
    申请号:SE1300156
    申请日:2013-02-28
    公开日:2014-08-29
    发明作者:Hans Ulmert
    申请人:Hans Ulmert Med Flocell F；
    IPC主号:
    专利说明:

    In an aqueous solution of monomeric aluminum solution, complexes with hydroxide bridges can be created.
    With increasing basicity, these complexes get increased charge according to the table below: OH / Al Basicity A13 * o, oo% Among ”1.0 33% Allsoxonhj * 2.5 sz% A1 (oH) 3 (,) 3.0 100% The complex Al2 (OH) 24+ has a chain form, while the complex Al13O4 (OH) 247+ has a swarish form.
    The latter can be polymerized into chains of spheres of the formula [Al13O4 (OH) 2471].
    Monomer aluminum sulphate and aluminum chloride are prepared by dissolving an aluminum-containing material, for example aluminum hydroxide, in acid, ie H2SO4 and HCl, respectively, in stoichiometric amounts. An increased basicity can be obtained by using a deficit of acid in the dissolution, which then requires that the reaction takes place at elevated pressure and temperature. An increased basicity can also be obtained by adding hydroxide ions to a monomeric aluminum sulphate or chloride solution. Aluminum sulphate with an increased basicity is often referred to as PAS (Poly Aluminum Sulphate) and the chloride as PAC (Poly Aluminum Chloride). Monomer aluminum sulfate is usually provided in granular form with an Al content of about 8% and monomeric aluminum chloride as a solution with a combined Al content. Aluminum urn sulphate can also be obtained in solution, but the Al content is then usually about 4%. Polymerized products are usually offered as a solution and then with about 4% A1 for PAS and about 8% Al for PAC. The transport cost in relation to the Al content is therefore lower for PAC than for PAS. If you do not consider yourself in need of a polymerized product, aluminum sulphate in granular form is usually the most cost-effective alternative, especially if consumption is high.
    The use of polymerized coagulants (mainly PAC) has increased its market share, mainly due to the fact that aluminum complexes with an increased basicity, and thus increased charge, have been shown to be better at reducing turbidity in the water compared to monomeric coagulants. Particles (including colloids) in the water are usually negatively charged and a charge neutralization and coagulation therefore benefits from a high charge of the coagulant.
    Herd formation also occurs faster and the hydroxide oxides become larger, which often hampers the ox separation process, especially at low water temperatures. In water with a high turbidity, a lower turbidity can therefore be achieved with a polyaluminum coagulant, compared with the same or higher dosage of a monomeric coagulant. However, the degree of basicity has an optimism, as an excessively high basicity can cause aluminum hydroxide to precipitate before the coagulant is distributed throughout the mass of water to be precipitated, ie it becomes too reactive. Another disadvantage of a high basicity is that the precipitation of dissolved organic compounds deteriorates. Therefore, if you have a water whose composition changes over time, the basicity of the coagulant may need to be optimized according to prevailing conditions. An example of this is a raw water from an fl od which in heavy rain may contain a large amount of particles (high turbidity), to in dry periods contain a smaller amount of particles (low turbidity) but a higher content of organic substances. One armate is wastewater from a pulp industry. There, the content of organic dissolved pollutants in the wastewater may depend on which forest raw material is currently used. In addition to controlling the dosage of coagulant in proportion to the amount of water treated, it is common for the dosage to also change due to the turbidity of outgoing treated water and / or incoming water. In the same way, the color of the water or the content of COD / TOC can be used to control the dosage.
    Production of PAC and PAS requires a relatively large investment in process equipment, since these processes, if they are based on a deficit of acid, take place at elevated pressure and temperature. It is also possible to increase the basicity by adding hydroxide ions. These must then be added in solution or as a suspension. The solution or suspension dilutes the final product, ie the Al content decreases and the transport cost increases, an effect that is irrelevant if the process takes place in situ. If you as a producer have invested in expensive process equipment, it will also be more profitable to use a lower acid consumption than to add a hydroxide. Because production is centralized, the basicity is adapted to the general needs of the users. For technical and logistical reasons, it would also not be possible for a producer to adapt the basicity to the immediate needs of the individual user. This means that the user can only influence the precipitation result by changing the coagulant dosage to meet variations in the degree of contamination.
    An object of the invention is therefore to provide a method for optimizing the basicity of aluminum-based coagulants in situ according to prevailing precipitation conditions, which leads to an improved degree of purification and less environmental impact.
    These and other objects are achieved by using a method to optimize the basicity of aluminum-based coagulants in situ or the prevailing precipitation conditions according to the characterizing parts of the independent claim.
    Summary of the invention The invention relates to a method of optimizing the chemical precipitation process in clean water and sewage treatment plants by regulating the basicity of an aluminum-based coagulant.
    The method is advantageously designed so that the basicity is regulated by adding hydroxide ions to a solution of the coagulant. Regulation of the basicity takes place in situ and is designed so that regulation is made based on data from measurements of the degree of water pollution.
    In a particularly advantageous embodiment, hydroxide ions are added in the form of a suspension of magnesium oxide or magnesium hydroxide.
    In a further advantageous embodiment, the aluminum-based coagulant consists of monomeric aluminum sulphate or aluminum chloride.
    Brief description of the figure Figure 1 describes an embodiment of a device according to the invention.
    Description of the extended embodiment The description in the text refers to Figure 1. According to the invention, suitable equipment is used for dosing coagulant solution (1), ie the dosing that has previously taken place directly to the water or wastewater to be chemically precipitated. The coagulant solution (1) is assumed to contain an aluminum salt, for example monomeric aluminum sulphate or aluminum chloride, alternatively a PAC or PAS solution with low basicity. The solution is passed to a reaction vessel (2). Supplied fl quantity and aluminum content must be known. A solution (3) or suspension containing OH ions is also continuously fed to the reaction vessel. The solution / suspension consists, for example, of sodium, calcium or magnesium hydroxide. Raising the baseite of a monomeric aluminum product by adding hydroxide ions in the form of, for example, sodium or calcium hydroxide can be difficult, since these are so reactive that precipitation of Al (OH) 3 takes place easily.
    Less reactive is magnesium hydroxide (Ksp 1.5 x 1041) which therefore becomes easier to use as a hydroxide source. Preferably, according to the invention, a suspension of magnesium hydroxide or magnesium oxide is used which, when mixed with water, is hydrolyzed to magnesium hydroxide.
    The content of OH ions in the suspension must be known and kept constant. The flow of the suspension (3) to the reaction tank is controlled so that the amount of OH ions supplied corresponds to the desired basicity of the alumina hydroxide complexes formed when solution (1) and suspension (3) are mixed and allowed to react. The mixture of solution and suspension is effected by means of an intensive stirrer (4) placed in the reaction vessel. The finished solution (5), containing polymeric aluminum complexes, is led to the treatment plant where it is mixed with the water (6) to be treated by chemical precipitation. This takes place, as before, usually in a mixing tank (7) equipped with an intensive stirrer (8). In this tank, micro-yokes are formed which in the subsequent fl tank (s) (9) are formed into larger oaks. The flocking tank (s) are usually equipped with a slow-moving flywheel stirrer (10).
    With current technology, the user selects the coagulant which, based on experience over time, gives the best purification result (and lowest operating cost) in relation to the coagulant dosage. (g Al / m3). For this reason, one chooses a coagulant that can either be monomeric or have a certain basicity. The coagulant dosage is adjusted, either manually or automatically, depending on the purification result. To get a quick and easy indication of the purification result, you can continuously measure color and / or turbidity in the water or e your separation. The purification result can also be measured by analyzing COD or TOC. These measurement results can also be supplemented with measurements of incoming water, which may give an early indication that the coagulant dosage may need to be adjusted. Thus, the coagulant dosage is the only parameter that can be varied to affect the purification result. The invention involves introducing a second variable parameter: the basicity of the coagulant. As previously stated, an increased basicity, at the same or lower coagulant dosage, generally gives a lower turbidity but a poorer reduction of dissolved organic matter. An advantage is further that the basicity does not make any contribution to the sludge production, which the coagulant does. An increased aluminum hydroxide content in the sludge also makes it more difficult to drain, which contributes to an increased disposal cost. The water temperature can affect the coagulant dosage, which can occur during, for example, purification of raw water in temperate climate zones. Control of the precipitation process, so that the basicity is increased at a falling water temperature, can then be an advantage even if the temperature change is slow.
    Cost of handling (dewatering) and disposal of sludge has not previously been a primary factor in calculating the operating cost, as this is governed by the need to adjust the coagulant dose according to set treatment requirements. The purity requirement for treated water, as well as the content of contaminants and the type of contamination in the untreated water, place different demands on the chemical precipitate. These variations can be difficult to meet simply by adjusting the coagulant dosage and can lead to an overdose of coagulant or a poorer purification result.
    If hydroxide is added to increase the basicity, this means an increased operating cost, unless the same amount of hydroxide has previously been dosed directly to the water to maintain an optimal increase in pH. Addition of hydroxide for pH adjustment is common at high doses of coagulant and at low buffer capacity in the water. It should be noted that dosing hydroxide to a highly dilute coagulant does not give it a polymerization, which is the case when the coagulant has already been added to the water to be purified. A computer program, in which the user's current costs for hydroxide, coagulant and sludge disposal are entered, provides answers to where the breaking point lies between an increased or decreased basicity versus an increased or decreased coagulant dosage. Achieving the set purification requirements is of course the overriding cost.
    Furthermore, the same program can handle data from pollution measurements and water temperature and there regulate basicity and coagulant dosing so that an optimal purification result is obtained. As each individual water often has specific increasing properties and the requirements for treated water are different, experience values regarding these properties and set purification requirements must be included in the program.
    With the support of the above, the invention provides a surprising opportunity to optimize the operating conditions during chemical precipitation and reduce the environmental impact.
    权利要求:
    Claims (7)
    [1]
    A method of optimizing the chemical precipitation process in clean water and sewage treatment plants by regulating the basicity of an aluminum-based coagulant, characterized in that the basicity is regulated by adding hydroxide ions to a solution of the coagulant and that the regulation takes place in situ and that regulation is made based on data from measurements of the degree of water pollution.
    [2]
    A method according to claim 1, characterized in that a suspension of magnesium oxide or magnesium hydroxide adds hydroxide ions.
    [3]
    A method according to claim 1, characterized in that the aluminum-based coagulant consists of monomeric aluminum sulphate or aluminum chloride.
    [4]
    A method according to claim 1, characterized in that measurements of degree of contamination are made by measuring one or more of the parameters turbidity, color, COD, TOC in incoming untreated water and / or in the clear water phase after chemical precipitation and par oxparation.
    [5]
    A method according to claim 4, characterized in that the measurement of degree of contamination regulates the supply of OH ions in the range 0 <OH / Al <3.
    [6]
    A method according to claim 1, characterized in that the costs of hydroxide, regarding base density increase and possible pH adjustment after coagulant addition, coagulant and handling and disposal of sludge are factors in controlling the basicity of the coagulant.
    [7]
    A method according to claim 1, characterized in that the basicity of the coagulant is also regulated by the water temperature. Summary The invention relates to a method of optimizing the chemical precipitation process in clean water and sewage treatment plants by regulating the basicity of an aluminum-based coagulant. The method is advantageously designed so that the basicity is regulated by adding hydroxide ions to a solution of the coagulant. Regulation of the basicity takes place in situ and is designed so that regulation is made based on data from measurements of the degree of water pollution. A particularly advantageous embodiment is added to hydroxide ions in the form of a suspension of magnesium oxide or magnesium hydroxide. In a further advantageous embodiment, the aluminum-based coagulant consists of monomeric aluminum sulphate or aluminum chloride. 6
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    同族专利:
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    CN105228957B|2018-12-28|
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    US10829397B2|2020-11-10|
    SE536998C2|2014-11-25|
    CN105228957A|2016-01-06|
    EP2961698A1|2016-01-06|
    EP2961698A4|2016-09-14|
    WO2014133448A1|2014-09-04|
    引用文献:
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    法律状态:
    优先权:
    申请号 | 申请日 | 专利标题
    SE1300156A|SE536998C2|2013-02-28|2013-02-28|Method to optimize the chemical precipitation process in water and wastewater treatment plants|SE1300156A| SE536998C2|2013-02-28|2013-02-28|Method to optimize the chemical precipitation process in water and wastewater treatment plants|
    PCT/SE2014/050248| WO2014133448A1|2013-02-28|2014-02-28|Method to optimise the chemical precipitations process in a water- or waste water treatment plants|
    US14/771,291| US10829397B2|2013-02-28|2014-02-28|Method to optimise the chemical precipitations process in a water- or waste water treatment plants|
    CN201480010291.0A| CN105228957B|2013-02-28|2014-02-28|Optimize the method for water or the chemical precipitation process in waste water treatment plant|
    EP14757292.9A| EP2961698A4|2013-02-28|2014-02-28|Method to optimise the chemical precipitations process in a water- or waste water treatment plants|
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