Tag:flow chart

№11|2013

DRINKING WATER SUPPLY

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UDC 628.16.065.2

Belyak А. А., GERASIMOV M. M., GUSEVA O. A., SMIRNOV A. D.

Removal of ammonia nitrogen from surface water source
with the use of powdered zeolite

Summary

During flood periods increased concentrations of ammonia nitrogen in river water to 2–2.5 maximum permissible concentration are recorded at the Kirov water treatment plant. The assessment of possible use of powdered clinoptilolit containing zeolites in the existing water treatment process flow scheme to eliminate ammonium ions from natural water is given. The tests were carried out with the Viatka river water. After zeolite powder dosage of 0.1–1.3 mg/l addition into the water and 30 minutes mixing (200 rpm) slick was formed. During sedimentation a part of zeolite powder settled for 2–3 hours; however high turbidity remained for 24 hours. After adding 10 mg/l dosage of coagulant (aluminium sulfate) (as Al2O3) and Praestol 650TR flocculant complete precipitation of big flocks was achieved within 5–15 minutes. The ion-exchange capacity of powdered zeolite specimen – from 1.35 to 2.25 (as ammonia nitrogen) was determined. The highest ion-exchange capacity was recorded for Sokirnit natural zeolite (0.06–0.1 mm particle size). It was proved that ammonium ions exchange capacity depends on the concentration of clinoptilolit in the material (its concentration can change in the process of natural zeolite disintegrating and fractionating). The first pilot line of the plant with a capacity of 58 thousand m3 of water per day that provided for reducing ammonia nitrogen concentration to the level lower than MPC (2 mg/l) was assembled and tested at the Kirov water treatment plant.

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№9-1|2011

WASTEWATER TREATMENT

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UDC 628.3.004.69

Modernization and Reconstruction of Sewage Treatment Facilities of the Municipal Unitary Enterprise Vodokanalof the City-Resort of Anapa

Summary

Features of the wastewater treatment in resort towns are described. The ways of enhancement of operation efficiency of sewage treatment facilities of the MUE Vodokanal of the city-resort of Anapa are considered. A brief characteristic of two variants of modernization of treatment facilities are presented. The first variant stipulating the partial replacement of equipment makes it possible to reduce expenditure and enhance efficiency of wastewater treatment at the most unsatisfactory operating parts of the flow chart. The second variant demands significant capital investments, changes in the flow chart and replacement of equipment, but at the same time economic efficiency and the required quality of wastewater treatment according to all the indicators are achieved.

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№12|2015

WASTEWATER TREATMENT

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UDC 628.316.13

Strelkov A. K., Teplykh S. Yu., Nosova E. G.

Treatment of chrome-containing wastewater of fur tanning factories

Summary

The results of studying the treatment of chrome-containing wastewater of fur tanning factories are presented. In the process of leather and fur tanning big amounts of wastewater containing raw material and wastes of chemicals, dyes and trimmings used for dressing are generated. A process flow scheme of wastewater treatment for the factories with a capacity of more than 200 m3/day is suggested. Theoretic substantiation of the use of standard and new chemicals is given. With the purpose of studying the physical and chemical characteristics of the total industrial waste flow observations of the pollution composition and mathematical processing of the data obtained were carried out. Studying the methods of fur tanning wastewater in context of the environmental safety showed that the pre­ference shall be given to chemical methods as well to electro-coagulation with chemical tertiary treatment that provides for the efficient treatment of such wastewater. The substantiation of technical and economic expediency of the treatment facilities construction is given.

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vstmag engfree 200x100 2

mvkniipr ru

Российская ассоциация водоснабжения и водоотведения

Конференция итог

ecw20 200 300

VAK2