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Method of water cleaning and decontamination

Method of water cleaning and decontamination
IPC classes for russian patent Method of water cleaning and decontamination (RU 2477707):
Another patents in same IPC classes:
Method of adjusting water treatment processes in contact clarifiers and device to this end Method of adjusting water treatment processes in contact clarifiers and device to this end / 2471719
Set of invention relates to water treatment. Water to be treated is fed into bottom pool 15 of contact clarifier 14. Water flows via distribution system of perforated tubes 17, first, into supporting bed 16 and, then, in filtration bed 18. In motion of treated water from bottom to top, suspension flakes are formed and trapped in filtration bed pores Purified water flows into overflow chute 21 and, therefrom, into top pool 23 and, further, into purified water pipeline 24. Coagulation process in constrained conditions of filtration bed is controlled by adjustment of filtration rate on the basis of proximate analysis in real time of residual coagulant in water and in volume of filtration bed. Switching from filtration to flushing is performed proceeding from proximate analysis of initial water colour, turbidity and alkalinity as well as colour and turbidity at contact clarifier outlet. Time and intensity of flushing are adjusted by sedimentation proximate analysis of suspension at clarifier outlet.
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Method of controlling drying of cyclohexanone oxime from an oximation step, involving further use of a separator with a phase separating device, having pipes for collecting ammonium sulphate and cyclohexanone oxime with collectors, wherein the outlet of the ammonium sulphate collector is connected to the first inlet of the ammonium sulphate collector of the first drying step, and the outlet of the cyclohexanone oxime collector is connected to the inlet of the separator of the first step with a flow sensor and a valve, the first outlet of which is connected to the second inlet of the ammonium sulphate collector of the first step, and the second outlet is connected to the cyclohexanone oxime collector of the first step, which is connected by a pipe to a pump and a vortex mixer to which ammonium sulphate is also fed, with a flow sensor and a valve, hydroxylamine sulphate with a valve and ammonia with a flow sensor and a valve, installed in front of a heat exchanger, after which medium pH and temperature sensors are installed, and the outlet of the vortex mixer is connected to the inlet of the separator of the second drying step with a phase separating device, having pipes for collecting ammonium sulphate and cyclohexanone oxime with collectors; the outlet of the ammonium sulphate collector is connected to the inlet of the ammonium sulphate collector of the second step with a pump, and the outlet of the cyclohexanone oxime collector is connected to the inlet of the cyclohexanone oxime collector of the second step with pressure and temperature sensors, connected to a filter and a pump for feeding cyclohexanone oxime for regrouping; control is carried out by setting flow rate of cyclohexanone oxime for drying, ammonium sulphate into the first and second drying steps, pH of the medium, concentration of residual cyclohexanone in cyclohexanone oxime and valves for feeding cyclohexanone oxime, ammonium sulphate to the first and second drying steps, ammonia and hydroxylaminesulphate are actuated, respectively.
Method of controlling extraction of caprolactam Method of controlling extraction of caprolactam / 2458053
Disclosed is a method of extracting and purifying caprolactam from a mixture with water and impurities with trichloroethylene from lactam oil with subsequent re-extraction of caprolactam with water. Extraction is controlled in two stages connected to each other while feeding lactam oil, trichloroethylene and condensate to extractors of the first stage and re-extraction of caprolactam from trichloroethylene with water at the second stage with removal of caprolactam to the next stages, further comprising a pump for feeding lactam oil with a flow sensor and a valve, a pump for feeding regenerated trichloroethylene with a flow sensor and a valve, a pump for feeding circulation trichloroethylene with a flow sensor and a valve; a device for feeding a weak trichloroethylene solution into the middle part of the oscillating extractor of the first stage with a temperature sensor whose first output is connected to a pipe for feeding the raffinate into the rotory extractor of the first stage with a temperature sensor, and the second output is connected to the phase separation device of the oscillating extractor of the first stage, connected to the separator of the first stage, the first output of which is connected to the top part of the oscillating and rotary extractor of the second stage with temperature sensors, and the second output is connected to the middle part of the rotary extractor of the second stage, wherein regenerated trichloroethylene is fed into the top part of the rotary extractor of the second stage; a pump for feeding condensate with a flow sensor and a valve to the output of the caprolactam solution in trichloroethylene from the oscillating extractor of the first stage, the output of the rotary extractor of the first stage and through a pipe with a sensor and a valve to the middle part of the oscillating extractor of the second stage, into the bottom part of which condensate is fed from the collector with a sensor and a valve; wherein the output of the rotary extractor of the first stage is connected to the phase separation device of the rotary extractor of the first stage, connected to the separator of the second stage, the first output of which is connected to the top part of the oscillating extractor of the second stage, and the second output is connected to the collector; outputs of the bottom part of the oscillating and rotary extractors of the second stage are connected to the phase separation device of oscillating and rotary extractor, connected to the collector for distilling off trichloroethylene from water; the output of the top part of the oscillating extractor of the second stage is connected through the collector to the pump for distilling of trichloroethylene; wherein a pump with a flow sensor and a valve feed into the bottom part of the oscillating extractor a temperature sensor for distilling off ammonium sulphate, ammonium sulphate solution from the regrouping and neutralisation stage, wherein from the bottom part the stream is fed through the device for feeding weak trichloroethylene solution into the middle part of the oscillating extractor of the first stage, and ammonium sulphate solution from the top part of the oscillating extractor is fed into the ammonium sulphate collector, wherein the flow rate of lactam oil to extractors of the first stage is set and the flow rate of the regenerated and circulation trichloroethylene and condensate into extractors of the first and second stages is respectively corrected by adjusting the valve; flow rate of ammonium sulphate from the regrouping and neutralisation stage is set and corrected depending the flow rate to the extractor.
Method of controlling caprolactam distillation process Method of controlling caprolactam distillation process / 2458052
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Method to control thermal mode of delayed coking reactor Method to control thermal mode of delayed coking reactor / 2445341
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Method of controlling process of extracting emulsion rubber from latex Method of controlling process of extracting emulsion rubber from latex / 2443714
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Electrolytic method for obtaining ultradisperse powder of lanthanum hexaboride Electrolytic method for obtaining ultradisperse powder of lanthanum hexaboride / 2477340
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Titanium electrode manufacturing method Titanium electrode manufacturing method / 2476624
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Hydrogen generator Hydrogen generator / 2473716
Hydrogen generator comprises casing accommodating runs of plates separated by gaps to form impermeable cells. Note here the plate making the first wall of every cell is made from more noble material than plate making second wall of this cell. Note also that fist plate in runs makes anode to be connected to power supply. Note also that last plate in runs makes cathode to be connected to power supply. Inlet of every cell allows electrolyte inflow into cell while outlet of every cell allows electrolyte and hydrogen gas efflux from cell.
Novel highly stable aqueous solution, nano-coated electrode for preparing said solution and method of making said electrode Novel highly stable aqueous solution, nano-coated electrode for preparing said solution and method of making said electrode / 2472713
Invention relates to disinfectant compositions and specifically to a highly stable acidic aqueous solution, a method and apparatus for production thereof. The solution is prepared using a fluid medium treatment apparatus having at least one chamber (7), at least one anode (4) and at least one cathode (3) inside the chamber (7). The anode (4) and the cathode (3) are at least in part made from a first metallic material. At least one of said at least one cathode (3) and anode (4) have a coating with nanoparticles (5) of one or more metals.
Method purifying waste water from aluminium ions Method purifying waste water from aluminium ions / 2468997
Invention relates to waste water treatment techniques. The method involves treating water with sodium phosphate in the presence of fibrillated cellulose fibres in amount of 100 pts.wt per 100-900 pts.wt of the formed aluminium phosphate. Water can be pre-treated with sodium hydroxide solution in the presence of said fibres. The treatment product is separated by pressure flotation.

FIELD: process engineering.

SUBSTANCE: set of intention relates to water treatment and may be used in various industries. First, chlorinated coagulant is subjected to electrochemical treatment at membrane or diaphragm electrolysis unit 3 with insoluble electrodes to produce high-basic coagulant and gaseous chlorine. High-basic coagulant is mixed with water flow fed into settler 4 for coagulation and flocculation of undissolved suspensions and mechanical impurities. Gaseous chlorine withdrawn from electrolysis unit is fed into chlorine proportioner 6 to make bleaching water. Said water is fed for decontamination in cleaned water flow between said settler 4 and mechanical filter 8.

EFFECT: higher quality of purification.

2 cl, 1 dwg, 3 tbl

 

the invention is intended for purification and disinfection of drinking and waste water and can be widely used in various industries that require water treatment (chemical, metallurgical, oil refining, medical industry, utilities etc). Can also be used to produce chlorine, chlorine water and chlorine-containing coagulants different basicity.

The invention includes an automated control system and process control (DCS) 1; the system of preparation of reagents 2 for dissolution of initial reagents and dosing; electrolysis installation 3 to obtain chlorine and coagulant different basicity with improved properties; a sump for coagulation and flocculation of the insoluble solids and solids 4; device removal flakes 5; a device for dosing chlorine and receiving chlorinated water 6; mechanical filter 8.

Effect : lorazepama cleaning and disinfection of water with higher quality characteristics of the treated water and lower costs to achieve this goal, achieved due to optimization of process parameters and taking into account individual characteristics of the source water.

The invention is intended for cleaning and disinfection of p is theway water and can be used for cleaning various wastewater arbitrary origin. The invention can also be used for the production of chlorine, the chlorination of various substances, production of chlorine-containing coagulants different basicity, in medicine to produce a highly effective disinfectant solutions for the production of inorganic adhesive solutions in metallurgy, oil refining industry, for bleaching various materials, etc.

Known and widespread methods used for pumping and filtration stations, technical solutions are engaged in the cleaning and disinfection of water using supplied to these stations coagulants (prepared solutions or in solid form with subsequent preparation of working solutions and liquid chlorine in tanks, containers or cylinders (with subsequent dosing of chlorine disinfected water from these tanks and storage of chlorine), presenting a danger during transport, operation and storage (Lagowski, Say. The technology of purification of natural waters. Kiev, high school, 1986, 352 S., p.27-39).

The disadvantages of these stations are:

1) the need to purchase and store large quantities of hazardous chlorine;

2) high cost of using expensive coagulants high basicity or a large number of cheap coagulants low basicity;

3) use the used coagulants for water purification have weak coagulating agent and disinfectant;

4) lack of opportunities for the acquisition of coagulants optimum basicity intended for processing of water each water source, taking into account individual composition of its water;

5) lack of possibility of obtaining chlorine from the coagulant with the simultaneous optimization of purification, chlorination of water and minimizing reagent costs;

6) lack of automatic self-tuning of the reactants prior to their optimal properties at the station on indicators of purified water;

7) restrictions on use slightly basic coagulant (the cheapest of the total number of chlorine-containing coagulants different basicity) due to its high acidity.

Known for glorieuses agent (RU 2090519 C1, 1997, CL C02F 1/76, C25B 1/26). The installation includes a cell block preparation and dispensing of electrolyte, the communications system. The electrolytic cell used in the cell with separate anode and cathode chambers. The installation includes a flow line for water and the collector-separator. Unit preparation and dispensing the electrolyte solution includes a mortar unit, osmotic dispenser and piping, forming a circulation path of the electrolyte. The installation also includes a cleaning unit of the electrolyte solution hardness salts.

Known decontamination of the odes, producing from a solution of sodium chloride at the same time the chlorine water and caustic soda (EN 2281252 C2, 10.05/2006). The station includes a cell, the node dissolving and dosing of sodium chloride, ejector, communication. Between the electrolyzer and the ejector is installed circulation loop containing the drive alkali, heat exchanger and pump. Site dilution and dosing consists of adjusting tank, salt tank, pump dispenser, rotameter and a storage tank. For the separation of chlorine and alkali electrolyzer equipped ion exchange membrane. This solution provides "...the increase in the bactericidal activity of the obtained disinfectants, explosion protection process.

The main disadvantage of the above technical solutions - they only provide safe water disinfection with chlorine, sodium hypochlorite and chlorine water and does not provide treatment to remove insoluble impurities and sediment.

Closest to the proposed method to the technical essence and the achieved result is a technical solution described in the patent of the Russian Federation No. 2163894 from 10.03.2001, "Method of cleaning and disinfection of water" (EN 2163894 C2, 10.03.2001, bull. No. 7). This method provides a technical solution to use liquid suspension of coagulant and chlorine for simultaneous cleaning and disinfection of water is through the implementation of the electrolysis solution, based on the chlorine-containing coagulant.

The main disadvantages of this method are:

1) formation of explosive mixtures of chlorine and hydrogen over the surface of the resulting solution of coagulant;

2) the inability to precisely adjust the basicity of the resulting coagulant containing disinfectant components on the basis of dissolved chlorine;

3) in the absence of separation of anodic and cathodic areas experience higher costs of electricity compared with the proposed method, which is associated with the mixing of the reaction products of the cathode and anode spaces and obtaining a quantity of gaseous oxygen;

4) the difficulty of obtaining pure chlorine with insecure and unstable parameters of the composition of the explosive mixture of chlorine and hydrogen, which does not allow a sufficiently precise chlorine in the treated water.

The objective of the invention is to provide a safe and highly effective method of cleaning and disinfection of water and the creation of a cleaning station, providing cleaning and disinfection of contaminated water by using chlorine-containing coagulants due to: simultaneous receipt of chlorinated water; coagulant optimum basicity, high bactericidal properties. The basicity of the coagulant and to the quantity of the disinfectant component is selected and optimized automated control system of technological process control system (APCS) water treatment by assessing key indicators in treated water (content insoluble impurities and content disinfectant components, etc.) by controlling the amount of their feed metering pumps in the system of preparation of reagents 2, the selection of coagulant from electrolysis units 3 and running electrical load on the cell. Organization optimization process is carried out according to two main criteria: regulated high quality water and low feasibility costs.

The problem is solved by the proposed method and station cleaning and disinfection of water, which includes: an automated control system of technological process control system (APCS) 1; the system of preparation of reagents 2, feed them on electrolysis installation 3 to obtain chlorine and highly basic coagulant with high coagulating and disinfectant properties containing active chlorine; chlorine cylinder device and receiving chlorinated water 6; a sump for coagulation and flocculation of suspended sediment and solids 4; a device for removing flakes 5 after flotation; mechanical filter 8 (see figure 1).

For water purification and disinfection are chlorine and coagulant low basicity and reagents that prevent passivation of the electrodes of the electrolysis units 3, which are served in the ICU is his preparation and supply of reagents 2, where regulated and their optimal ratio of the automated control system of technological process control system (APCS) 1. Then the prepared solution into the electrolysis installation 3, which is obtained coagulant containing active chlorine and separately chlorine gas, from which the dispensing device of chlorine and receiving chlorinated water 6 turns of chlorine water. The coagulant containing active chlorine is withdrawn from the electrolysis units two threads and mixed in optimal proportions, then mixed with a stream of water which, in turn, emptied into the sump 4 through coagulation and flocculation of suspended sediment and solids. At the same time in the settling tank 4 are pre-chlorination, where heavy precipitation are removed by the device for removing sludge 7, and a light mist is a device for removing flakes 5. For water disinfection chlorine or chlorine water is fed into the stream of treated water between basins for coagulation and flocculation of suspended sediment and solids 4 and a mechanical filter 8. The residual quantity of coagulated mechanical impurities is purified mechanical filter 8. Automated control system of technological process control system (APCS) 1 performs control and management of all of the above is arecoline stages of the process.

The cathode and anode space electrolysis units 3 separated (unlike the above analogs and prototypes) special diaphragm or membrane permeable to the resulting solution within the electrolysis units 3, but prevents the passage through it of bubbles of hydrogen and chlorine, which excludes the formation of explosive gas mixtures. Electrolysis installation 3 remove chlorine from a solution of the coagulant in the anode space of the cell and directs it to the final chlorination of treated water with chlorine or in the form of an aqueous solution of chlorine water. Automated control system of technological process control system (APCS) 1 allows you to control all the process indicators: concentration of the source and the main forming substances, the levels of filling solutions technological equipment, the values of voltage and current on the electrodes, the electrolysis process, the cost of the main streams of dosing and forming substances, the basic parameters of treated and disinfected water transparency and the concentration of residual chlorine or formed coagulant with active chlorine)levels resulting in the precipitation clarifier. It allows you to manage the process using actuators, attuning to the optimum basicity of the coagulant is generated in the electrolysis process b is more highly basic (compared to the original, with a higher coagulating and disinfectant indicators) coagulant and the necessary amount of chlorine by changing the voltage and current on the electrodes of the electrolysis units 3 and cost control flows of substances at all stages of water treatment systems in automatic, manual or mixed modes, combining automatic and manual at the same time. In the result, the work station is optimized according to the established quality criteria water treatment and the criteria of minimizing the cost of achieving these objectives, taking into account the individual composition and properties of the purified water and conducting process safety.

The main difference of way and station from analogues and prototypes is that at the station cleaning and disinfection of water can be used chlorine-containing coagulant any of basicity, namely Me(OH)mCln-mwhere Me is a metal, n is the valence of the metal, a m - the number of hydroxyl groups in hydrochloride metal, where Me is a metal, n is the valence of the metal, a m - the number of hydroxyl groups in hydrochloride metal, and is in the range of 0<m<n.

At the same time are more effective coagulant higher basicity and separately chlorine or chlorine water. Moreover, this process is easily adjustable by simply changing the electrical load on e is ectrode electrolysis units 3 and optimized using APCS 1.

In a number of coagulants slightly basic coagulants get easier and cheaper, but the coagulating properties of their significantly lower compared to the highly basic coagulants.

Here is an example on the coagulants from hydrooxychloride aluminum (AHOC). In a number of coagulants 1/3 - GOCH (Al(OH)Cl2), 2/3 - GOCH (Al(OH)2CL) and 5/6 - GOCH (Al2(OH)5Cl) first get out of the hydrate of aluminum and hydrochloric acid, the second gain at higher values of temperature and pressure using solutions containing alkali and alkaline earth elements or using aluminum metal. The last strong basic coagulant get, usually of aluminum metal or with the addition of aluminum metal. The cost of the latter depending on the quality increases several times. The presented solution allows you to use as a coagulant even aqueous solutions hydrooxychloride in hydrochloric acid, which can be obtained the cheapest way - leaching of clays containing aluminum oxide, hydrochloric acid. Moreover, the lower the basicity (more chlorine in the compound), the easier is extracted chlorine. The cost of obtaining chlorine by electrolysis in an acidic environment is always lower than that associated with a decrease in voltage on the implementation of this process. Thus from the very cheap and IU is effective coagulant is obtained after removing the chlorine more effective coagulant higher basicity. And it excludes the purchase and storage of chlorine, reduced purchases of other substances for the production of chlorine and chlorinated water, and costs directly to the production of the coagulant (AHOC or solution aluminium chloride) is also significantly reduced, and chlorine danger due to lack of storage chlorine is absent.

Another fundamental difference is that the method and the device allow you to easily configure the properties of the resulting coagulant due to a change in its basicity in the right direction, taking into account characteristics of the treated water. It will never be able to make the industrial production of coagulants due to the inability of the production of a wide range of different coagulants basicity for each water source separately (item will reach hundreds, if not thousands of different coagulants basicity).

There is a well-known fact that in various localities of the existing sources of water have their own individual properties and compounds (alkaline, neutral and acidic with different compositions of dissolved salts in them, with different content of insoluble solids and suspensions etc).

That is why we need an individual approach in the selection of chemicals for water treatment, i.e. for water treatment should be applied not just vysokosov the second coagulant and a special coagulant with special basicity, are specific to a particular water.

This is confirmed by the numerous pumping and filtration stations and canals where you have to find and use their different types and doses of coagulant and chlorine, and these doses vary depending on the time of year.

In fact, for these purposes at the stations due to the lack of the best we have to use only the coagulant, which can release the chemical industry.

The proposed solution makes it easy to optimize the properties of the coagulant regulation load and control the flow of the original slightly basic coagulant with getting coagulant almost any basicity and specific (optimal) basicity is required, in particular, for a particular water source.

This is achieved comprehensive regulation of the composition of the solution in the system of preparation of reagents 2; flow regulation of the supply of coagulant to the input of electrolysis units 3; mode electrolysis units 3; selection of a coagulant containing active chlorine from electrolysis units 3 (in optimal proportions of anodic and cathodic areas).

The third fundamental difference is that along with obtaining separately chlorine or chlorine water solution on ochomogo coagulant acquires another fundamental new property: during electrolysis together with improved coagulating ability are formed of dissolved compounds hypochlorite, chlorate groups with active oxygen and directly dissolved chlorine, with a higher bactericidal activity, through the use of advanced oxidation ability of active oxygen atoms.

This effect allows you to pre-chlorination (disinfection) together with the coagulation of impurities and sediment no feed of chlorine or chlorinated water for these purposes.

Almost all types of chloride cells have at least the entrance is a hole for supplying the liquid raw materials are inputs to recharge water (in case of application of the ion-selective membranes) and not more than one output for selection of the final liquid product (for example, sodium hydroxide, sodium hypochlorite or oxychloride or suspension oxychloride with chlorine, as specified in the prototype), there are also vents the gaseous products (hydrogen and chlorine). In all cases seek to obtain the maximum concentration of the final liquid products (sodium hydroxide, sodium hypochlorite, sodium oxychloride, hydrooxychloride aluminum (high basicity with a maximum concentration in the very rare on Al2O3).

In this case, the cell has two holes for the selection of coagulant from the different areas of the electrolysis space - cathode and anode is O. The end product of the work of the cell is the product of mixing of these flows coagulant, and proportion mixing of these flows are determined by APCS according to the results of the indicators of treated water leaving the water treatment plant and water disinfection.

The efficiency of cleaning and disinfection depends not only on the quantity supplied (dosed into the cell) reagent and coming out in two streams, but also from optimum basicity of coagulant after mixing them with each other and the content of active disinfectant compounds providing effective pre-disinfection.

Limits and extreme values of mixing are two extreme cases: that is, when the entire flow of the coagulant passes either through the anode hole, or through the cathode aperture. In this case, all intermediate variants of mixing between them also are equiprobable are equal and depend on the quality of treated water.

The second product of the cell is not just chlorine and optimum dosage (flow rate) of chlorine (or chlorine water) with APCS at the final stage - the stage of disinfection of water by selecting optimal mode (energetically favorable) conducting electrolysis of a solution.

And generally the end product of the whole process is treated and disinfected water with minim is Linyi cost of consumable materials and energy for these purposes, not the totality of the obtained substances with high quality indicators (as usually work all industrial electrolyzers).

The design of the electrolysis cell has its own characteristics. In the cell there is not one hole with a pipe for the selection of products, as is typical for all cells that tend not to mix with each other of the anode and cathode solutions, but rather to isolate them from each other, which allows to achieve high quality products with minimal energy costs. These nozzles attached two managed APCS valve, through which pipelines are further joined together in one thread. The result is a mixing of these flows. The holes in the cell (one in the anode space of the cell, and the other in the cathode space of the cell) can be located anywhere, but preferably, they were as far as possible from the input of coagulant solution and on the opposite side of the separation membrane (diaphragm). The management of these two adjustable valves by using APCS controlled quality cleaning and disinfection of water (turbidity, chlorine concentration, pH etc). The cleaning efficiency depends not only on the quantity supplied (dosed in the electrolysis is) reagent and coming out in two streams, and from receiving the basicity of the coagulant (quality) and the content of active disinfectant compounds providing effective pre-disinfection.

The basicity and the content of chlorine in the feed water treatment the coagulant does not depend on the load on the cell, but also on the degree of opening and closing the adjustable valve. Thus, in the anode zone of the cell concentration of dissolved chlorine is much higher than in the cathode space and the cathode space basicity of the dissolved coagulant higher than in the anode. Using these features and adjusting the ratio of these flows can be chosen with consideration of the peculiarities of water optimal parameters coagulant for purification and disinfection. Limits and extreme values of such control are two extreme cases: when the whole stream of coagulant passes either through the anode hole, or through the cathode aperture. In the first case, the coagulant solution contains the maximum amount of dissolved chlorine in the second case - the minimum amount of dissolved chlorine. In this case, all intermediate variants of mixing between them also are equiprobable and the choice depends on the quality of the treated water. When choosing the optimal variant is better to do it with the use of APCS, for a man it can be very burdensome.

The second Avenue is the product of the cell is not just chlorine, and optimum dosage (flow rate) of chlorine (or chlorine water) with APCS at the final stage - the stage of the decontamination of water by selecting optimal mode of carrying out electrolysis.

And generally the end product of the whole process is treated and disinfected water with minimal cost of consumable materials and energy for these purposes, and not the totality of the obtained substances with high quantitative indicators on the content of the main active substance.

The coagulant coming out of the cell, contains various disinfecting agents, including active chlorine. To estimate the concentration of chlorine in the coagulant obtained in the electrolysis installation 3 after mixing of the anode and cathode flows are controlled by chlorine sensor, which is installed in the pipeline at a distance of not less than 20 diameters of the pipeline (common recommendations, ensuring homogeneous mixing) from the place of mixing flows. Further, the coagulant is mixed with the flow of contaminated water in the sump for coagulation and flocculation of the insoluble solids and solids 4, in which there are cleaning and pre-disinfection and bleaching water. The concentration of chlorine in the water treatment process falls sharply. Due to the fact that water has a different composition, and moreover, this is t composition is strongly influenced by time of year (the most dirty water in the spring and fall periods of the year), it is not possible to predict the degree of absorption of chlorine and its residual contents in the treated water. For this it is advisable to monitor chlorine residual chlorine sensor, which is installed in the pipeline after the settling tank 4, but not reaching the designated input of chlorine or chlorinated water supplied to the final chlorination of treated water. The content of chlorine in the treated water is controlled by another sensor, the location of the chlorine sensor is in the pipeline at the outlet of the mechanical filter 8. In principle, the work station is enough to have only the last two chlorine sensor (after the settling tank 4 and after the mechanical filter 8). The analysis of these two sensors allows you to properly control the mode of operation of the electrolyzer (including cathodic and anodic charges coagulants).

As an example, can be tested using a coagulant having the following characteristics: density, initial solution ρ=1.29 g/cm3; the ratio of Al/Cl=0,68; stoichiometric formula hydrooxychloride aluminum (AHOC) - Al(OH)1,54Cl1,46or Al2(OH)is 3.08Cl2,92), the content on Al2O316.3%, and Cl - 16,62%.

Table 1
Change of basicity with the extraction of chlorine by electrolysis
The initial view of the AHOC Al2(OH)3,07Cl2,93 Concentration in solution
Weight Al2O3 Cl H2O AHOC
g 16,63 16,62 66,08 33,92
% 16,63 16,62 66,08 33,92
Al2(OH)of 4.38Cl1,62
Weight Al2O3 Cl H2O AHOC
g 16,30 9,19 62,31 29,72
% 17,71 9,98 67,71 32,29
Al2(OH)4,76Cl1,24
Weight Al2O3 Cl H2O AHOC
g 16,30 the remaining 9.08 61,72 30,16
% 17,74 9,88 67,17 32,83

Obtaining chlorine for water treatment was carried out on the cell with the anode of titanium coated with ORT and separation of anodic and cathodic areas of special membrane.

The electrolysis was carried out at various cost solution AHOC. The filing of the original coagulant was carried out both in the anode and in the cathode space. The concentration of active chlorine in the coagulant selected from the anode space, reached up to 3125 mg/L. Concentration of active chlorine in the electrolyte is taken from the cathode space, ranged from 57 to 170 mg/L.

The minimum value of active chlorine in the cathode space was observed at the input AHOC in the cathode space and the discharge generated in scoonover AHOC after electrolysis from the anode space. One sample AHOC - the anolyte has a density of 1.28 g/cm3.

The product formula: Al2(OH)4,76Cl1,24the content of active chlorine to 3125 g in the coagulant solution leaving the anode zone 3125 mg/L. Additionally was obtained pure chlorine, which made chlorine water.

The composition of the chlorinated water was obtained similar to that of chlorinated water, as used for dosing of pure chlorine from cylinders into the water.

Another part of AHOC after electrolysis: the density of the solution was 1.19 g/cm3that corresponds to the formula AHOC - Al(OH)2,19Cl0,81(Al2(OH)of 4.38Cl1,62). The content of Al2O3the solution was 19,19%, Cl is 9.15% (calculated from the material balance formula AHOC has the following form Al(OH)2,32Cl0,68or Al2(OH)with 4.64Cl1,36).

From different samples AHOC produced in this way were prepared with 1%solutions in terms of solutions on Al2O3and laboratory studies trial coagulation in the volume of river water on the flocculator in comparison with coagulant aluminium sulphate (SA), traditionally used for pumping and filtration stations. Tests were conducted on river water in the most adverse temperature conditions.

Speed of 20 Rev/min

Mixing time is 20 minutes

Time settling - 30 min

The water temperature of 1-3°C.

Analysis of product quality:

1. Sample # 1: the product Formula Al2(OH)5Cl

2. Sample # 2: the product Formula Al2(OH)3,07Cl2,93

3. Sample # 3: the product Formula Al2(OH)3,75Cl2,25

Table 2
Trial coagulation using polyacrylamide
Type of coagulant Ed. MEAs. Ex. AHOC to El. No. 2 AHOC after El. No. 3 CA CA
Dose Mg/DM3 - 13 13 13 14
Dose PAA Mg/DM3 - 0,1 0,1 0,1 0,1
Turbidity otst. Mg/DM3 2,82 1,17 1,08 3,92 2,85
pH otst. water 7,17 6,9 6,94 6,77 6,69
Oxidation of distilled water Mg/DM3 17,4 9.28 are 9,92 10,4 10,4
Mod. aluminum distilled water Mg/DM3 - 0,37 0,33 1,17 0,97
Color otst. water Deg 50 18 18 30 25

Table 3
Trial coagulation using polyacrylamide
Type of coagulant Dose Turbidity the pH of the water The oxidation of water The residual aluminum water The color of water
Mg/DM3 Mg/DM3 Mg/DM3 Mg/DM3 Mg/DM3 Deg
Source water - 5,16 7,12 20,1 - 50
CA 14 1,5 7 - 1,72 30
AHOC No. 1 of the dispenser Al2(OH)5Cl 13 1,17 7,17 10,86 0,17 19
AHOC No. 1 Al2(OH)5Cl 2 1,5 7,02 - 0,6 20
AHOC # 2 after the elect. Al2(OH)3,75Cl2,25 13 1,03 of 7.23 11,48 0,37 19
AHOC No. 3 after electrolysis, the anolyte Al2(OH)of 4.38Cl1,62 13 0,8 7,17 9,62 0,35 18

Conclusions:

1. Water purification by hydrochloride different osnovnoe in winter is quite effective.

2. All samples hydrochloridw work in this period is much more effective than aluminium sulphate.

3. The residual aluminum is much better removed highly basic hydrochloridum, and in General highly basic AHOC more effective for the river water.

4. Chlorine water obtained by electrolysis, has the same properties as chlorine containers, dissolved in water.

1. The method of purification and disinfection of water, including preliminary electrochemical processing solution of chlorine-containing coagulant in electrolysis installation with insoluble electrodes, obtaining vysokosov the first coagulant and chlorine gas, characterized in that the highly basic coagulant get in the membrane or diaphragm electrolysis installation and mixed with the flow of the treated water, which is served in the sump for coagulation and flocculation of suspended sediment and solids; extracted from the anode space of an electrolysis installation of chlorine gas is sent to the device dosing of chlorine and receiving chlorinated water, chlorine obtained water are available for disinfection in the flow of purified water between basins for coagulation and flocculation of suspended solids and impurities and mechanical filter.

2. Station water purification and disinfection, including the preparation of reagents, electrolysis installation with insoluble electrodes, a tank for coagulation and flocculation of suspended sediment and solids, a device for removing sediment, mechanical filter, characterized in that it further includes an automated control system and process control (DCS), the unit dosage of chlorine and receiving chlorinated water, air trapping chlorine and buffer capacity for storing chlorine water, pumps, sensors, flow meters and valves to control the costs of chlorine and chlorinated water, while electrolysis unit has a diaphragm or is embrane, which separates the cathode and anode space.

 

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