№6|2013

WASTEWATER TREATMENT

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UDC 628.34:677.3

Pougachev E. A., Porokhnya A. E.

Efficient water use in industrial rinsing processes

Summary

The dependence of recycling water dirt-holding capacity from the efficiency of wool-scouring wastewater treatment is considered. The practice of reducing specific industrial water consumption is presented. The development of zero-discharge water system in wool preparation processes is substantiated.

Key words

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№6|2013

WASTEWATER TREATMENT

bbk 000000

UDC 628.34:677.3

Pougachev E. A., Ryabaya А. К.

Processes and equipment for introducing zero-discharge water technology at the wool preparation plants

Summary

Methods of wool preparation wastewater treatment are considered. Specific features of recycling wastewater disposal, of wool preparation water use technology with valuable material utilization are presented. Balance calculations of water and solid flows are given.

Key words

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№6|2013

WASTEWATER TREATMENT

bbk 000000

UDC 628.23

Deryusheva N. L., Deryushev L. G., Sapoukhin А. А., Fam H. H.

On ventilation and hydraulic locks in plumbing systems

Summary

The results of analytical studies of the flow in a wastewater leader are presented. Basing on the laws of hydraulics, thermodynamics and aerodynamics a mathematical model of the hydraulic lock failure in the sanitary ware siphon is drawn up. The causes of the failure are substantiated together with the need of the analytical conclusions verification by experimental methods.

Key words

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№6|2013

WASTEWATER TREATMENT

bbk 000000

UDC 532.526.4

Vikoulin P. D., Frolova A. О.

Methods of determining flow velocity in open channels at turbulent regime

Summary

The turbulent flow structure and velocity distribution at turbulent liquid flow is considered. The methods of determining flow velocity in open channels based on keeping records of the speed of helix blade rotation, of the floating object speed, of the dynamic pressure, of the flow force impact; on the heat exchange principle; on measuring water amount entering the meter for the observation period; on the use of ultrasound; on the use of laser are presented. The error of measuring velocity by different methods is indicated. The profile of liquid velocity in a complete-mix activated sludge model system is specified.

Key words

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