№11|2014

METROLOGY

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UDC 628.311

Choosing the method of gravity flow measurement in public sewers

Summary

The aspects of choosing the method of measuring the flow rate and volume of wastewater gravity flow, particularly in case when the measurement results are used in accounting procedures (commercial accounting) are considered. It is shown that before studying the methods of measurement possible replacing gravity flow with pressure flow shall be considered because pressure flow rate can be measured more accurately. This measurement option is optimal from the technical point of view; however, in case the pressure section in the gravity pipeline is not available additional expenses are required for the water main reconstruction. In case this option is unacceptable the following methods of gravity flow measurement shall be considered (in the order of application priority): «level-flow rate» with the use of standard orifices (weirs and flumes) according to MI 2406-97 regulatory document; «level-flow rate» without any orifices with preliminary calibration of the measuring section according to MI 2220-13; «velocity-surface area» with the use of ultrasound flow meters; studying the velocity profile of the cross-section of the water main; calculation-instrumental (balance). By the specific example of an ultrasound flow meter it is shown that the flow rate error subscribed by the technical documentation can be several times lower than the actual one.

Key words

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REFERENCES

  1. Kremlevskii P. P. Raskhodomery i schetchiki kolichestva [Flow meters and quantity meters. Leningrad, Mashinostroenie, 1989, 704 p.].
  2. Lobachev P. V., Shevelev F. A. Izmerenie raskhoda zhidkostei i gazov v sistemakh vodosnabzheniia i kanalizatsii [Liquid and gas flow metering in water supply systems and public sewers. Moscow, Stroiizdat, 1985, 424 p.].
  3. Filippov E. G. Gidravlika gidrometricheskikh sooruzhenii dlia otkrytykh potokov [Hydraulics of hydrometric facilities for open flows. Leningrad, Gidrometeoizdat, 1990, 287 p.].
  4. Viaz’min Iu. A., Korneev V. N., Loitsker O. D., Mordiasov M. A., Nikitin V. I., Shafranov­skii M. N. [Revised version of liquid flow and volume measuring technique in gravity water mains MI 2220-13]. Vodosnabzhenie i Sanitarnaia Tekhnika, 2013, no. 8, pp. 76–78. (In Russian).
  5. Egorov N. L., Loitsker O. D. [Ensuring reliable measurements of the water flow rate in large diameter pipes and gravity-flow conduits]. Vodosnabzhenie i Sanitarnaia Tekhnika, 2012, no. 8, pp. 48–51. (In Russian).
  6. Loitsker O. D., Egorov N. L., Strel’tsov S. A., El’ A. M., Ershov B. A., Mastikov A. D., Sorokin O. A., Filippova E. G., Khmelevskii N. A., Prilepskii A. V. [Calculation-instrumental method of determining discharged effluent volumes]. Vodosnabzhenie i Sanitarnaia Tekhnika, 2007, no. 12, pp. 40–42. (In Russian).

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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