№6|2010

RESOURSES SAVING

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UDC 628.2:621.311.16+654.032.3

Avendin A. P., Filimonov A. V., Shatalov V. S.

Economic Appropriateness of Two-Rate Tariff of Payment for Energy at a Sewage Pumping Station

Summary

Conditions under which the payment for energy consumed by the sewage pumping station according to the two-rate tariff would be reasonable economically are considered. The payback period of modernization is determined on the example of the concrete pumping station.

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№6|2010

RESOURSES SAVING

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UDC 628.17.001.4

Kosteuk Aleksandr, Tverdokhleb I. B.

Power Saving Operation of Borehole Pumps ЭЦВ

Summary

It is told about selection of the most efficient method of regulation of pump units equipped with borehole pumps ЭЦВ. The use of a frequency electric drive, as a rule, is inefficient, because of the large static component and small dynamic component of the total pressure created by pumps. Cascade regulation is recommended for this type of units.

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№6|2010

RESOURSES SAVING

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UDC 628.147.2

Emelin V. I., Azeev A. A.

Productivity of a Complex of Equipment for Trenchless Repair of Pipelines by Means of a Combined Sleeve Drawing

Summary

Methods of the determination of productivity of the complex of equipment for trenchless repair of pipelines by means of composite covering in the course of drawing the combined sleeve with due regard for influence of basic constructive and technological features is offered. Reserves of the productivity increase owing to enlargement of the bay’s length, combination of some operations, taking into account characteristics of covering and other factors are determined. Five conditions of the equally effective designing of details of the complex of equipment are formulated.

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№6|2010

NOTES FROM PRACTICE

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UDC 628.16.067.1:681.121

Rushnikov A. Yu.

Assessment of Output of Pumping-Filtration Units in Skimmer Pools by Indications of a Manometer

Summary

In the systems of water treatment of swimming skimmer pools in the absence of water meters, the control over the circulating pump capacity is possible only with the help of the manometer mounted at the high-rate pressure filter. But, as a rule, indications of the manometer do not coincide with the pump delivery head. That’s why during the mounting of the pool’s water treatment system it is reasonable to install temporarily a water meter at the pressure line to get  experimental manometer indications – a water discharge curve. These tests can be conducted only at the completely assembled line from skimmers to the point of installation of the manometer and the filter filled with filtering media.

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Журнал ВСТ включен в новый перечень ВАК

Шлафман В. В. Проектирование под заданную ценность, или достижимая эффективность технических решений – что это?

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