Tag:chromaticity

№8|2011

POTABLE WATER SUPPLY

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UDC 628.16.065.2

Alekseeva L. P.

Influence of Conditions of Formation and Composition of Filter Wash Water on the Process of Their Treatment

Summary

Results of the research in filter wash water treatment at different water supply stations are presented. Studies conducted and pre-design technological investigations make it possible to establish that compositions and properties of wash water at various water supply stations vary significantly and depend on the quality of influent water which may vary according to the seasons of the year as well as the technology of its treatment (types and dozes of reagent, operation conditions and conditions of the treatment facilities). It is established, that the efficiency of reagent-free clarification of wash water of various types depends on the content of mineral substances in them. Depending on the type of wash water, flocculants as well as coagulants together with flocculants can be used for their advanced reagent treatment.

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№3|2020

DRINKING WATER SUPPLY

DOI 000000

UDC 628.17.001.4

Strelkov A. K., Egorova Yu. A., Bykova P. G., Nesterenko O. I., Strelkova T. A., Talovyria Larisa

The influence of the ecological state of the water source
on the mode of operation of water

Summary

While studying the water quality of the water source of the city of Samara – the Saratov water reservoir, special attention was paid to the main indicators that influence the choice of chemical treatment: turbidity, permanganate index and color. Seasonal changes in the water quality of the water reservoir require constant adjustment of the chemical dose in order to meet the regulatory requirements to the quality of treated water. The results of the studies of changes in the water quality of the Saratov reservoir at the water abstraction points of the city of Samara for 2017–2019 by turbidity, permanganate index and color are presented. Due to the abnormal temperature differences and onset of autumn flood (end of December 2019 and January 2020), the water quality in the water reservoir dramatically changed in color and permanganate index. It was noted that an increase in these indicators required an increase in the dose of chemicals during the source water purification. The optimal dose of chemicals is selected with Lovibond ET-750 flocculator depending on the composition of the source water. Regular test coagulation allowed maintaining the quality of purified water in accordance with the regulatory requirements of SanPiN 2.1.4.1074-01 «Drinking water. Quality control», except for color and total iron since the values of these indicators were increased within the measurement accuracy.

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№8|2014

DRINKING WATER SUPPLY

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UDC 628.161.3.001.891.53

Strelkov A. K., Egorova Yu. A., Bykova P. G.

Selection of most efficient chemicals for water treatment

Summary

The Saratovskoe water reservoir has been the main water source of the Samara public water supply. The municipal water treatment facilities have been built after typical projects and designed for clarification and disinfection of moderately polluted water. Lately sharp suspended solids reduction and organic pollution increase (mainly of natural origin) in the water source have been observed. During flood periods technogenic pollution (surfactants) is present, the concentration of manganese increases, phenol is found. At low water temperature, high color and permanganate value higher doses of chlorine and coagulant are required. Coagulation at low temperatures is inhibited which results in the concentration of residual aluminium and permanganate value exceeding the maximum permissible levels. Higher chlorine dosages cause higher concentrations of chloroorganics in water. Therefore a chemical for using during flood periods that will provide for the required quality of water shall be selected. The results of the laboratory studies of selecting the chemical type and optimum dosage for water purification from the Saratovskoe water reservoir during flood periods are presented. Eighteen coagulant trademarks manufactured by domestic and foreign producers were investigated. The optimum dosages of coagulant and flocculant were defined. From the coagulant samples presented two were selected that could provide for the maximum drinking water clarification at minimum levels of residual aluminium and permanganate value. The final choice can be made on the basis of the technical and economic calculations taking into account the chemical price, delivery cost and required water quality.

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№5|2013

POTABLE WATER SUPPLY

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UDC 628.16.065

Belyak А. А., ZHAVORONKOVA V. I., SMIRNOV A. D., Lainer Yu. A., Milkov G. A.

Investigating the coagulating capacity of advanced aluminium-containing coagulants in natural water treatment

Summary

The results of testing three new coagulants developed at the A. A. Baikov Institute of Metallurgy and Material Sciences of the Russian Academy of Sciences: two North-Onega bauxite-based coagulants and one red-mud-based coagulant are presented. The test results showed that the overall performance of water treatment with optimal dosages of the new coagulants was practically similar to the treatment with traditional aluminium sulfate, except for the red-mud-based coagulant that increased the concentration of iron ions in water after treatment.

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№9-2|2011

POTABLE WATER SUPPLY

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UDC 628.16.065.2.001.2

Strelkov A. K., Egorova Yu. A., Bykova P. G., Erchev V. N., Dudarev V. A., Kichigin V. I.

Research in Possibility of Low Turbid Water Treatment under the PFS-1 of Samara Conditions

Summary

The flow chart of water treatment with an aluminium oxychloride coagulant in combination with flocculant Magnafloc LT20 in winter and during the spring flood has been proposed and tested under production conditions. It is established that the quality of water taking into account permanganate oxidation, residual aluminium, colour and turbidity has improved. It is proved that the efficiency of disinfection in the course of coagulation treatment with aluminium oxychloride is 1,5–2 times higher than with aluminium sulphate. It makes it possible to reduce the dose of chlorine at the primary disinfection and to reduce accordingly the possibility of formation of organochlorine compounds. Due to reduction of an aluminium polyoxychloride dose the sliming at treatment facilities is reduced up to 30% that makes it possible to reduce the discharge of suspended matters and residual aluminium from the station. Manufacturing expenses and water losses go down, conditions of facilities disinfection improve, which guarantees the epidemic safety of water.

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№9|2021

LAWS, STANDARDS, NORMATIVES

DOI 10.35776/VST.2021.09.04
UDC 006.3:628.1

Egorova Yu. A., Bykova P. G., Talovyria Larisa, Strelkova T. A., Nesterenko O. I.

On the introduction of new sanitary and epidemiological requirements for drinking water supply

Summary

The main source of water supply for the urban district of Samara is the Saratov reservoir. The municipal water treatment facilities were built according to the standard design and intended for clarification and disinfection of moderately polluted water. In recent years, a sharp decrease in the concentration of suspended solids and an increase in the concentration of organic pollutants (mainly of natural origin) have been observed in the water of the source. At low water temperature, high color indices and permanganate index, the need arises for continuous monitoring the optimal doses of chemicals in order to prevent the formation of residual aluminum in the purified water and permanganate index exceeding the MPC values in accordance with SanPiN 2.1.4.1074-01. By Decree of the RF Chief Sanitary Officer No. 3 of January 28, 2021, new sanitary rules and regulations have been approved and effective in the Russian Federation since March 1, 2021: SanPiN 2.1.3684-21 and SanPiN 1.2.3685-21 that require a more stringent approach to the quality of the purified water. The validity period of the current SanPiNs is until March 1, 2027; however, they do not provide for a transitional period for the operators of water supply and wastewater disposal systems that have to arrange and conduct epidemiological (preventive) measures to ensure drinking and domestic water supply meeting the requirements of SanPiN 2.1.3684-21 and SanPiN 1.2.3685-21. The water treatment facilities in Samara in the transition period need upgrade, and some of them need reconstruction. To carry out the research specified in the regulatory documents, updating the equipment of production laboratories and expanding the scope of their accreditation are needed. Equipping accredited laboratories with advanced means of comprehensive monitoring of drinking water quality will improve the efficiency and reliability of the analysis results.

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№12|2022

WATER SOURCES QUALITY MONITORING

DOI 10.35776/VST.2022.12.01
UDC 614.77:628.161

Strelkov A. K., Bykova P. G., Palagin Evgenii

On the state of the water quality in the Kuibyshev and Saratov water reservoirs and the prospects for one- and two-stage treatment schemes

Summary

The results of studying the physical and chemical composition of the source water of the Kuibyshev and Saratov water reservoirs at the water intake sites operated by Avtogradvodokanal LLC, Tolyatti Urban District, and Samara Utility Systems LLC, Samara Urban District, for 2015–2021 are presented. Limiting values ​​of 59 indicators of the water quality of the Kuibyshev water reservoir and 52 indicators of the Saratov water reservoir have been established. The water in both water reservoirs polluted with resistant to oxidation organic substances, can be referred to the III hazard class and is assessed as «moderately polluted». In the water of the Kuibyshev reservoir increased concentrations of phytoplankton and zooplankton were found. The reservoir water needs physical and chemical treatment before being supplied to the consumers. It is shown that the physical and chemical composition of the water of the Kuibyshev water reservoir in terms of turbidity, concentration of phytoplankton and zooplankton is worse than the water composition in the Saratov water reservoir; therefore, it requires additional treatment before being supplied to the treatment plant.

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№3|2010

PROBLEMS, PERSPECTIVES

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UDC 628.16

Abuova G. B., Boronina L. V.

Inspection of Water Supply System of the Limansky Group Water Line of the Astrakhan Region

Summary

An inspection of water treatment facilities of the Limansky group water line of the Astrakhan Region has been carried out. Proposals aimed at the enhancement of efficiency of their operation have been developed.

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№8|2011

POTABLE WATER SUPPLY

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UDC 628.16.065.2 (282.247.33)

Linevich S. N., Breus S. A.

Optimization of Coagulation Water Treatment

Summary

Results of experimental studies on the electrocoagulation treatment of the Don water for organization of the centralized systems of water supply are presented. The electrocoagulation method of natural water treatment in contrast to the reagent method is more ecological and economically efficient. The studies carried out confirm the reasonability of a wider use of electrocoagulation for tap water treatment.

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№12|2023

DRINKING WATER SUPPLY

UDC 628.166.094.3
DOI 10.35776/VST.2023.12.02

Raff P. A.

Experience in retrofitting chlorammoniation technology
at the water treatment facilities in Severodvinsk

Summary

The results of retrofitting natural water chlorammoniation technology at the water treatment facilities in Severodvinsk are presented. The specific features of processing river water with a high concentration of organic substances are considered using the example of WTP-1 and WTP-2. It has been shown that using chlorammoniation technology at the water treatment facilities with different input points of ammonium sulfate makes provides for preparing drinking water that meets current standards for basic chemical and microbiological indicators.

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№6|2010

PROBLEMS, PERSPECTIVES

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UDC 628.1.036:543.3

Serikov L. V., Shiyan L. N., Tropina E. A., Khryapov P. A.

Peculiarities of Measuring of Chromaticity of the West Siberian Region’s Ground Water

Summary

Results of the experimental study aimed at determining the chromaticity of the West Siberian Region’s ground water sampled from a depth of 80–200 m with the use of the chromaticity measuring methods recommended by GOST R 52769-2007 are presented. Difficulties of the determination of chromaticity are associated with the features of the chemical composition of ground water and are due to the generation of stable colloidal particles consisting of Fe(OH)3 and dissolved organic substances of humus origin. It is established that the chromaticity of ground water generally depends on the presence of colloidal compounds of iron and is characterized as seemingchromaticity of water.

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№8|2011

POTABLE WATER SUPPLY

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UDC 628.161:536.22

Fomina V. F.

Features of Coagulation of Low Turbid, Color Water of the Vychegda Under Conditions of Low Temperature

Summary

Results of the reagent treatment of low turbid and color water of the Vychegda for the purpose of selection of the efficient method of its clarification is presented. The process of coagulation is characterized by the formation of small, poorly settling flakes. Low temperatures of water require increasing the optimal doses of coagulant almost two times and the optimal doses of flocculant more than two times. It is shown, that the water discoloration up to 5–10 degrees and its maximal clarification are achieved in and around of optimal pH values. The empirical dependences of a coagulant’s dose on influent water color with due regard for its temperature are given. The efficiency of low temperature water treatment depends substantively on flocculation process, the duration of which multiplies several times during the periods of water's low temperatures. Under these circumstances the pressure flotation is the most reasonable and efficient method of clarification.

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№4|2012

«TECHNOVOD–2012»

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UDC 628.16.065

Alekseeva L. P., Kourova L. V.

The specific features of using organic cationic flocculants in surface water treatment

Summary

The specific features of using high-molecular cationic flocculants for the treatment of water from surface sources characterized by low color, medium turbidity and low organics are considered. On basis of theoretical provisions and experimental results the expediency of using these flocculants as basic chemicals and in combination with mineral flocculants are shown; the conditions of using them at the water treatment plants are determined.

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№12|2012

ENVIRONMENTAL PROTECTION

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UDC 628.113.8:504.064.2

Boronina L. V., Sadchikov P. N.

The appraisal of surface water sources quality

Summary

The results of the statistical appraisal of the parameters indicating the growth of vast majority of pollutants in the total volume of water samples are presented. Herewith the absolute values of the basic growth are positive, which is the evidence of the pollution buildup compared to 2006. The positive values of chain growth indicate unfavorable dynamics of the gradual increase of the given substances in weight; whereas the relevant comparative values (basic and chain increase and growth rates) show their percentage build-up.

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№1|2016

DRINKING WATER SUPPLY

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UDC 628.161.3

Alekseev S. E., Alekseeva L. P., Kourova L. V.

Evaluation of the efficiency of different chemicals in removing iron and organics from underground water

Summary

The composition and quality of underground waters in different regions of Russia substantially differ. Most underground waters contain elevated iron concentrations. Iron from underground water that contains oxygen and high concentrations of organic substances (humic and fulvic acids) that cause the water color is most difficult to remove. Besides, in oil producing regions underground waters occur that contain pollutants of anthropogenic origin: oil products, phenols, amines etc. In the process of such water purification integrated methods shall be used to provide for eliminating organic and non-organic pollution. The results of the studies of removing iron complex organic compounds from underground water in the Nefteyugansk region by different chemical methods: oxidation, alkalization and coagulation are considered. The impact of the conditions of using chemicals on the underground water purification efficiency was determined. It was shown that in removing complex iron compounds from water strong oxidizing agents and alkalizing chemicals could be used. To eliminate humic substances and organic compounds of anthropogenic origin coagulating chemicals must be used.

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№4|2019

DRINKING WATER SUPPLY

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UDC 628.161.2/.3

Pokhil Yu. N., Oskolkov N. V., Bogdanov B. A., Mamaev V. V., Artemenok N. D., Borovkov M. L.

Purification of high-color low turbid water in the city of Kuibyshev, Novosibirsk Region

Summary

Drinking water has been an essential factor in shaping public health and living standards. Water quality is one of the priorities in the activities of the state sanitary and epidemiological service and municipal authorities. The reasons for the unsatisfactory purification of surface high-color low-turbid water at the water treatment facilities are considered. A new process flow scheme of two-stage water purification at the pumping station site of the city of Kuibyshev, Novosibirsk Region, providing the required quality of water with a design capacity has been developed. A full range of commissioning works was carried out with the determination of the process parameters of the facilities and development of the required documentation (standard operating procedures, flow charts, monitoring instructions, operating instructions). The clear organizational management, involvement of qualified specialists, introduction of effective methods, technologies and chemicals provided for solving the problem of bringing the quality of water purification of the Om River to the requirements of SanPiN 2.1.4.1074-01 «Drinking water. Hygienic requirements for water quality in public drinking water supply systems. Quality control. Hygienic requirements for ensuring the safety of hot water supply systems» in all parameters. The experience of solving the problems of purification of high-color low-turbid water of the Om River in the city of Kuibyshev, Novosibirsk Region is presented.

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№8|2010

POTABLE WATER SUPPLY

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UDC 628.162

Getmantsev S. V., Linevich S. N.

Treatment and Disinfection of the Don’s Water at Contact Filters Using the Coagulant SKIF180of the Latest Generation

SUMMARY

The high efficient compact flowchart of treatment and disinfection of the Don’s water has been developed on the basis of experimental and theoretical studies carried out. In the process, mixers, coagulation chambers and sludge blanket clarifiers or settling tanks are eliminated from the scheme. The use of the method of contact coagulation with the high effective coagulant of SKIF™180 mark makes it possible to reduce reagent consumption by 65–70%, to exclude the necessity of primary disinfection of water with chlorine or reduce chlorine consumption to minimum, to ensure aluminum residual in water within the limits of MPC, to stabilize conditions of water treatment and reduce considerably the cost of water treatment.

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№1|2020

WASTEWATER TREATMENT

DOI 10.35776/MNP.2020.01.04
UDC 628.316

Belov S. G., Naumchik G. O.

Reuse of stained wash water for washing fabric after dyeing

Summary

The processes of aqueous work up of the fabric used at the textile enterprise «Svitanak» OJSC were studied during the fabric preparation, dyeing and subsequent washing. The quality of wash water at various stages of washing the fabric after dyeing was studied by such indicators as the color intensity by dilution rate, COD, permanganate index, foaming capacity and pH. Experimental data are presented that prove the possibility of using ozone for the purification of the wash water mixture from the last six fabric washings after dyeing to the requirements to the quality of water supplied to the dye-finishing processes. An approximate economic calculation has been performed that proves a high economic effect of establishing the reuse of wash water regenerated with ozone for washing fabric after dyeing.

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№8|2016

DRINKING WATER SUPPLY

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UDC 628.16.065.2

Strelkov A. K., Egorova Yu. A., Bykova P. G., Kichigin V. I., Nesterenko O. I.

Selection of efficient chemicals for low turbid water purification  from surface water sources

Summary

The results of laboratory study of selecting chemicals and optimal dosage for the purification of low turbid water of the Saratov water reservoir are presented. The laboratory tests of aluminium polyoxychlorides (14 kinds) and aluminium sulfate (16 kinds) were carried out. Coagulants manufactured by domestic and foreign manufacturers were studied. The optimal dosages of coagulants and flocculants were determined. Two of the coagulants studied were selected that could ensure the maximum degree of water clarification at the minimum concentration of residual aluminium and permanganate value in drinking water. It was stated that water treatment exclusively with coagulants with subsequent sedimentation and filtration ensured meeting the state drinking water standard. The results of the experimental studies of coagulation of low turbid water of the Saratov water reservoir showed that the maximum water clarification was achieved by sedimentation at the optimal coagulant dosage of 9.6 mg/dm3 for Al2O3 and 0.2 mg/dm3 flocculant dosage. At that the pollution loading on filters is reduced and the filter run increases.

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№9|2014

DRINKING WATER SUPPLY

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UDC 628.16

Gandurina L. V.

The use of VPK-402 coagulant for the removal of suspended solids of different origin and dispersiveness from water

Summary

The coagulation ability of VPK-402 organic coagulant in reducing water turbidity determined by fine mineral particles of different origin and dispersiveness is considered. Water coagulation was carried out under laboratory conditions following the pattern: mixing-flocculation-sedimentation. The concentration of suspended solids in water was determined from turbidity; dispersivenes – from particle hydraulic size U0. The studies were carried out with modeling water with turbidity less than 115 mg/l containing mainly fine-dispersed suspension of bentonite clays, kaolin, quartz, calcium carbonate and titanium dioxide with less than 0.2 mm/s hydraulic size. It was found that the hydraulic size of clay suspensions was determined by their swelling capacity in water; whereas for quartz, calcium carbonate and titanium dioxide suspension – by the particle size distribution of the original minerals. The optimal dosage of VPK-402 for clay mineral coagulation does not depend on their dispersive characteristics and equals to 0.5 mg/l, i. e. 5–10 times higher than the coagulant dosages for modeling waters with finely dispersed particles of quartz, titanium dioxide or calcium carbonate. The efficiency of water clarification lowers with the increase of the percentage of particles with less than 0.05 mm/s hydraulic size irrespective of their origin. The results of the Kuban River water purification validated the obtained regularities. The efficiency of using VPK-402 organic coagulant for reducing water turbidity depending on the origin and dispersiveness (hydraulic size) of suspended solids represented by bentonite clay, kaolin, quartz, calcium carbonate and titanium dioxide particles is considered. The obtained results can be used in practice for optimization of water coagulation to remove suspended solids.

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