№9|2016

DRINKING WATER SUPPLY

bbk 000000

UDC 628.179

Gromov Grigorii, Primin Oleg, Bychkov D. A.

The model for calculating water losses and unaccounted-for-water  in the distribution network of Tumen

Summary

Drinking water production always exceeds the amount of the summed water demand for a number of reasons of technical nature as well as because of the water abuse and unaccounted-for-water. Water losses result in the degradation of the quality of services and reduction of pressure parameters at the point of consumption. At the present stage of water supply development with account of municipal utilities ageing in the Russian cities the issues of water losses assessment and management gain in importance for water consumption decrease, elimination of wasteful expenditures and water losses since they influence much the cost of production of services rendered by water providers. The analysis of the methods of evaluating water losses and unaccounted-for-water in public water supply systems is presented. The evaluation of water losses in the distribution network of Tumen is set. The calculation of the water balance by the procedure developed by International Water Association is presented. The description of the infrastructure leakage index that reflects the amount of water losses in a real water supply system is given. The method of evaluating direct water losses and activities on their reduction is presented.

Key words

, , , ,

The further text is accessible on a paid subscription.
For authorisation enter the login/password.
Or subscribe

REFERENCES

  1. http://www.gks.ru/dbscripts/cbsd/ (accessed 3.02.2016).
  2. http://www.gks.ru/dbscripts/cbsd/dbinet.cgi?pl=1921001 (accessed 4.02.2016).
  3. Puust R., Kapelan Z., Savic D. A., Koppel T. A review of methods for leakage management in pipe networks. Urban Water Journal, 2010, no. 7 (1), pp. 25–45.
  4. Lambert A. Losses from Water Supply Systems: Standard Terminology and Recommended Performance Measures. 2000. http://www.waterfund.go.ke/watersource/Downloads/001.%20Losses%20from%20water%20supply%20systems.pdf (accessed 4.02.2016).
  5. http://www.ofwat.gov.uk/households/supply-and-standards/leakage/ (accessed 4.02.2016).
  6. Liemberger R. Do you know how misleading the use of wrong performance?: Proceeding of IWA Managing Leakage Confe­rence. Cyprus, November 2002.
  7. Gorzon-Contreras F., Thornton J. Pressure leakage relationships in urban water distribution systems: 8th Annual Water Distribution Systems Analysis Symposium. Cincinnati, USA, 2006.
  8. McKenzie H. Water management and water loss. London, IWA Publishing Alliance House, 2014, 91 p.
  9. Lambert A. What do we know about pressure: leakage relationships in distribution systems?: Proceedings of IWA Conference «System Approach to leakage control and water distribution system management». Brno, Czech Republic, 2001.
  10. Thornton J., Lambert A. Progress in practical prediction of pressure: leakage, pressure: burst frequency and pressure: consumption relationships: Leakage Conference Proceedings. Halifax, Canada, 2005.
  11. Verde D., Cima E., Ferrante M., Brunone B., Meliconi S. The dependence of district Minimum Night Flow on pressure head: the case study of Lenola: 16th Conference on Water Distribution System Analysis, WDSA, 2014.
  12. Khramenkov S. V., Primin O. G. [The problems and ways of reducing water losses]. Vodosnabzhenie i Sanitarnaia tekhnika, 2012, no. 11, pp. 31–39. (In Russian).

Журнал ВСТ включен в новый перечень ВАК

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

Banner Kofman 1